Aufsätze in Konferenzbänden

Aufsätze der Mitglieder des Instituts für Baustatik und Baudynamik, die in Konferenzbänden veröffentlicht wurden

Aufsätze in Konferenzbänden

  1. Gade, J., Bischoff, M., & Kemmler, R. (2020). Advanced approaches for analysis and form finding of membrane structures with finite elements, Part I: Comparison of a microstructural model with an anisotropically hyperelastic model gained by inverse problems of parameter identification. K. Bletzinger, E. Onate, B. Kröplin (Eds.) Proceedings of VIII International Conference on Textile Composites and Inflatable Structures (STRUCTURAL MEMBRANES 2017), 9-11 October 2020. Munich, Germany.
  2. Geiger, F., Gade, J., von Scheven, M., & Bischoff, M. (2020). Optimal Design of Adaptive Structures vs. Optimal Adaption of Structural Design. IFAC-PapersOnLine, 53(2), 8363--8369. https://doi.org/10.1016/j.ifacol.2020.12.1604
  3. Geiger, F., Gade, J., von Scheven, M., & Bischoff, M. (2020). Anwendung der Redundanzmatrix bei der Bewertung adaptiver Strukturen. Manfred Bischoff, Malte von Scheven, Bastian Oesterle (Hrsg.) Berichte der Fachtagung Baustatik – Baupraxis 14, 23. und 24. März 2020, Universität Stuttgart, 119–128. https://doi.org/10.18419/opus-10762
  4. Tahouni, Y., Cheng, T., Wood, D., Sachse, R., Thierer, R., Bischoff, M., & Menges, A. (2020). Self-shaping Curved Folding:: A 4D-printing method for fabrication of self-folding curved crease structures. Proceedings of SCF ’20: Symposium on Computational Fabrication, November 2020. https://doi.org/10.1145/3424630.3425416
  5. Tkachuk, A., Kolman, R., Gonzalez, J. A., Bischoff, M., & Kopacka, J. (2019). Time step estimates for reciprocal mass matrices using Ostrowski’s bounds. Proc. 7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, M. Papadrakakis and M. Fragiadakakis (eds.), Crete, Greece, June 24-26. 2019. https://doi.org/10.7712/120119.6956.18956
  6. Willmann, T., & Bischoff, M. (2019). Shell Models with Enhanced Kinematics for Finite Elements in Sheet Metal Forming Simulations. 12th European LS-DYNA Conference 2019, Koblenz, Germany.
  7. Oesterle, B., Bieber, S., Sachse, R., Ramm, E., & Bischoff, M. (2018). Intrinsically locking-free formulations for isogeometric beam, plate and shell analysis. Proc. Appl. Math. Mech., 18. https://doi.org/10.1002/pamm.201800399
  8. Bischoff, M., Sachse, R., Körner, A., Westermeier, A., Born, L., Poppinga, S., Gresser, G., Speck, T., & Knippers, J. (2017). Modeling and analysis of the trapping mechanism of Aldrovanda vesiculosa as biomimetic inspiration for façade elements. Proceedings of the IASS Annual Symposium 2017. Annette Bögle, Manfred Grohmann (eds.) „Interfaces: architecture.engineering.science“. 25-28th September, 2017, Hamburg, Germany, 2017.
  9. Born, L., Körner, A., Schieber, G., Westermeier, A. S., Poppinga, S., Sachse, R., Bergmann, P., Betz, O., Bischoff, M., Speck, T., Knippers, J., Milwich, M., & Gresser, G. T. (2017). Fiber-reinforced plastics with locally adapted stiffness for bio-inspired hingeless, deployable architectural systems. Proceedings of the 21th Symposium on Composites, Bremen, Germany.
  10. Gabriel, D., Tkachuk, A., Kopačka, J., Kolman, R., Mračko, M., Bischoff, M., & Plešek, J. (2017). Estimation of stability limit based on Gershgorin’s theorem for explicit contact-impact analy-sis Signorini problem using bipenalty approach. Proc. 6th ECCOMAS Thematic Conference on Computational Methods in Structural Dy-namics and Earthquake Engineering, M. Papadrakakis and M. Fragiadakakis (eds.), Rhodes Island, Greece, June 15-17. https://doi.org/10.7712/120117.5494.18027
  11. Grun, T. B., von Scheven, M., Bischoff, M., & Nebelsick, J. H. (2017). Clypeaster under Pressure: Strengthening Structures and Virtual Modulations of an Echinoids Test. Proc of the GSA Annual Meeting in Seattle, Washington, USA. https://doi.org/10.1130/abs/2017AM-293682
  12. Kemmler, R., & Gade, J. (2017). Erweiterte Ansätze zur Formfindung und Analyse von Membrantragwerken, Teil I: Parameteridentifikation eines Mikrostrukturmodells für Gewebemembranmaterialien durch Lösung eines inversen Problems. G. Meschke et al. (Hrsg.) Berichte der Fachtagung Baustatik – Baupraxis 13, 20. und 21. März 2017, Bochum.
  13. Kolman, R., Kopačka, J., Tkachuk, A., Gabriel, D., González, J., & Bischoff, M. (2017). A robust explicit finite element algorithm with bipenalty stabilization for contact-impact problems. Proceedings of the 7th GACM Colloquium on Computational Mechanics for Young Sci-entists from Academia and Industry, M. von Scheven, M.-A. Keip and N. Karajan (eds.), Stuttgart, Germany, October 11-13. https://doi.org/10.18419/opus-9334
  14. Oesterle, B., Sachse, R., Bieber, S., Ramm, E., & Bischoff, M. (2017). Isogeometric analysis with hierarchic shell elements – intrinsically free from locking by alternative parametrizations. Proceedings of the IASS Annual Symposium 2017. Annette Bögle, Manfred Grohmann (eds.) „Interfaces: architecture.engineering.science“. 25-28th September, 2017, Hamburg, Germany.
  15. Tkachuk, A., Matzen, M. E., Kolman, R., & Bischoff, M. (2017). Singular mass matrices for isogeometric finite element analysis of dynamic contact. Proceedings of the 7th GACM Colloquium on Computational Mechanics for Young Sci-entists from Academia and Industry, M. von Scheven, M.-A. Keip and N. Karajan (eds.), Stuttgart, Germany, October 11-13. https://doi.org/10.18419/opus-9334
  16. Westermeier, A., Poppinga, S., Körner, A., Born, L., Sachse, R., Saffarian, S., Knippers, J., Bischoff, M., Gresser, G., & Speck, T. (2017). Keine Gelenkbeschwerden – Wie Pflanzen sich bewegen und die Technik inspirieren. J. Knippers, U. Schmid & T. Speck (eds.), Baubionik – Biologie beflügelt Architektur, 30 – 39. Stuttgarter Beiträge zur Naturkunde, Serie C, Band 82, Staatliches Museum für Naturkunde Stuttgart.
  17. Oesterle, B., Bischoff, M., & Ramm, E. (2016). Hierarchic isogeometric analyses of beams and shells. M. Kleiber, T. Burczynski, K. Wilde, J. Gorski, K. Winkelmann, L. Smakosz (Eds.) Ädvances in Mechanics: Theoretical, Computational and Interdisciplinary Issues". Proceedings of the 3rd Polish Congress of Mechanics (PCM) & 21st International Conference on Computer Methods in Mechanics (CMM), Gdansk, Poland, 8-11 September 2015, 41–46.
  18. Schäuble, A.-K., Tkachuk, A., & Bischoff, M. (2014). Variationelle Methoden zur Massenskalierung für eine effizientere explizite Zeitintegration in der Dynamik. K.-U. Bletzinger, N. Gebbeken, R. Fisch (eds.): Berichte der Fachtagung Baustatik - Baupraxis 12., 705–713.
  19. Tkachuk, A., & Bischoff, M. (2013). Applications of variationally consistent selective mass scaling in explicit dynamics. Proc. 4th ECCOMAS Thematic Conference on Computational Methods in Structural Dy-namics and Earthquake Engineering, M. Papadrakakis, V. Papadopoulos and V. Plevris (eds.), Kos Island, Greece, 12–14 June.
  20. Mangold, O., Prohl, R., Tkachuk, A., & Trickov, V. (2012). Reduction of Numerical Sensitivities in Crash Simulations on HPC-Computers (HPC-10). Wolfgang E. Nagel, Dietmar B. Kröner, Michael M. Resch, (Eds.): High Performance Computing in Science and Engineering ’11. Transactions of the High Performance Computing Center Stuttgart. Springer, 631–636. https://doi.org/10.1007/978-3-642-23869-7_46
  21. Matzen, M. E., Cichosz, T., & Bischoff, M. (2012). Point to Segment Contact Formulation for isogeometric NURBS FEM. Proc. YIC 2012, First ECCOMAS Young Investigators Conference, A. Andrade-Campos, N. Lopes, R.A.F. Valente and H. Varum (eds.), 24–27 April 2012, Aveiro, Portugal.
  22. Tkachuk, A., & Bischoff, M. (2011). Buckling under Contact Constraints as a Source of Scatter in Car Crash Simulations. II International Conference on Computational Contact Mechanics 15-17 June 2011, Hannover, Germany.
  23. Ramm, E., & Kato, J. (2010). Material Optimization for Textile Reinforced Concrete Applying a Damage Formulation. Proc. of EURO-C 2010, Taylor & Francis, (Nenad Bicanic, René de Borst, Herbert Mang, Günther Meschke, eds.).
  24. Schneider, B., Bischoff, M., & Ramm, E. (2010). Modeling of material failure by the discrete element method. PAMM, Proceedings in Applied Mathematics and Mechanics, Special Issue: 81st Annual Meeting of the International Association of Applied Mathematics and Mechanics (GAMM), Karlsruhe 2010. Editor: Prof. Christian Wieners, Volume 10, Issue 1, 685–688.
  25. Tkachuk, A. (2010). A contact-stabilized Newmark method for coupled dynamical thermo-elastic problem. 3rd International Conference on Nonlinear Dynamic, September 21-24, 2010, Kharkov, Ukraine.
  26. Bruss, I., & Ramm, E. (2009). Modeling of continuous curved crack surfaces in three dimensional composite structures. Proc. of the Int. Conf. on Extended Finite Element Methods - Recent Developments and Applications, 23–26.
  27. Kato, J., & Ramm, E. (2009). Multiphase Layout Optimization for Fiber Reinforced Composites applying a Damage Formulation. Proc. 4th Coll. on Textile Reinforced Structures (CTRS4), (M. Curbach, F. Jesse, eds), TU Dresden (Eigenverlag) ISBN 978-3-86780-122-5, 337–354.
  28. Ramm, E., Schneider, B., & D. (2009). Fragmentation of Cohesive Materials Modeled by Polygonal Discrete Elements. E. Onate, D.R.J. Owen (eds.): Proc. Int. Conf. on Particle-Based Methods (Particles 2009), Barcelona, Extended Abstract, 25–28.
  29. Ramm, E., Burmeister, A., Eitel, L., & Reitinger, R. (2009). Widespanned Retractable Roofs of Thermal Baths in Wörishofen und Erding. Proc. Int. Ass. Shell & Spatial Structures (IASS) Symposium 2009 on Evolution and Trends in Design, Analysis and Construction of Shell and Spatial Structures, (A. Domingo & C. Lazaro, eds.) Valencia.
  30. Ramm, E., von Scheven, M., Förster, C., & Wall, W. A. (2009). Interaction of Incompressible Flows and Thin-Walled Structures. ECCOMAS Multidisciplinary Jubilee Symposium. New Computational Challenges in Materials, Structures, and Fluids., ( J. Eberhardsteiner, Ch. Hellmich, H. Mang, J. Périaux, eds.), Springer, 219–233.
  31. Ramm, E., Hilchenbach, F., Kato, J., & Lipka, A. (2009). Design Optimization of Heterogeneous Materials for Non-Linear Response. X Int. Conference ’Comp. Plasticity (COMPLAS X), (E. Onate and D.R.J. Owen, eds), Barcelona - Extended Abstract.
  32. Ramm, E. (2009). The Logic of Form - The Interplay between Geometry and Physics. Proc. Int. Ass. Shell & Spatial Structures (IASS) Symposium 2009 on Evolution and Trends in Design, Analysis and Construction of Shell and Spatial Structures, (A. Domingo & C. Lazaro, eds.) Valencia, Extended Abstract.
  33. Schneider, B., D, & Ramm, E. (2009). Application of the Discrete Element Method to Quasibrittle Materials. E. Onate, D.R.J. Owen (eds.): Proc. Int. Conf. on Particle-Based Methods (Particles 2009), Barcelona, Extended Abstract, 97–100.
  34. Cichosz, T., Bischoff, M., Hartmann, S., & Ramm, E. (2008). Non-linear dynamic contact of thin-walled structures. Proc. in Applied Mathematics and Mechanics 8, 10267–10268.
  35. Ramm, E., von Scheven, M., Förster, C., & Wall, W. A. (2008). Thin-walled Structures Interacting with Incompressible Flows. Proc. 6th Intern. Conf. on Computation of Shell and Spatial Structures IASS-IACM 2008: „Spanning Nano to Mega“ 28-31 May 2008, Ithaca, NY, USA John F. ABEL and J. Robert COOKE (eds.).
  36. Ramm, E., & Burmeister, A. (2008). Die Statik wird dynamisch - Modellbildungen und Anwendungen. Baustatik-Baupraxis 10, Universität Karlsruhe (TH).
  37. Ramm, E. (2008). Alex C. Scordelis’ Great Achievements in Bridge Engineering - From Computer Programs to the Golden-Gate-Bridge Retrofit. Proc. 6th Intern. Conf. on Computation of Shell and Spatial Structures (IASS-IACM 2008), (J.F. Abel & J.R. Cooke, eds.), Ithaca, Extended Abstract.
  38. Tiyyagura, S. R., & von Scheven, M. (2007). FSI Simulations on Vector Systems - Development of a Linear Iterative Solver (BLIS). in M. Resch, S. Roller, P. Lammers, T. Furui, M. Galle, W. Bez (eds.), „High Performance Computing on Vector Systems 2007“, Springer, 167–177.
  39. von Scheven, M., Tiyyagura, S. R., Ramm, E., & Bischoff, M. (2007). Efficiency Issues of Partitioned Solution in Fluid-Structure Interaction. Extended Abstract in Proc. of International Conf. on Computational Methods for Coupled Problems in Science and Engineering, Santa Eulalia, Ibiza, Spain, Mai 21-23.
  40. Burmeister, A., Eitel, L., Ramm, E., & Reitinger, R. (2006). Weitgespannte verfahrbare Dächer - Thermen in Erding und Bad Wörishofen. Tagungsband 10. Dresdner Baustatik-Seminar „Neue Bauweisen - Trends in Statik und Dynamik“, Dresden, Germany.
  41. D, Schneider, B., & Ramm, E. (2006). Particle Models for Cohesive Frictional Materials. G. Meschke, R. de Borst, H. Mang, N. Bicanic (eds.): Proceedings Intern. Conf. on Computational Modelling of Concrete Structures (EURO-C 2006), Balkema Publ., 269–280.
  42. de Wit, A. J., Lipka, A., Ramm, E., & van Keulen, F. (2006). Multi-level optimization of material and structural layout. Proc. of 3rd Europ. Conf. on Comp. Mech., Lisbon 2006, „Solids, Structures and Coupled Problems in Engineering“, (eds. C.A. Mota-Soares et al.), Springer.
  43. Erhart, T., Wall, W. A., & Ramm, E. (2006). Impact Large Deformation Processes of Geomaterials. Proceedings Intern. Conf. on Computational Modelling of Concrete Structures (EURO-C 2006), G. Meschke, R. de Borst, H. Mang, N. Bicanic (eds), Balkema Publ., 85–87.
  44. Förster, C., Wall, W. A., & Ramm, E. (2006). The Artificial Added Mass Effect in Sequential Staggered Fluid-Structure Interaction Algorithms. Proc. of European Conference on Computational Fluid Dynamics, ECCOMAS CFD 2006.
  45. Förster, C., Genkinger, S., Neumann, M., Wall, W. A., & Ramm, E. (2006). Fluid-Structure Interaction of Incompressible Flows and Slender Structures. Multifield Problems in Solid and Fluid Mechanics, (Helmig, R., Mielke, A., Wohlmuth, B.I., eds.), Vol. 28, LNACM Series, Springer.
  46. Hartmann, S., Brunssen, S., Ramm, E., & Wohlmuth, B. (2006). A primal-dual active set strategy for unilateral non-linear dynamic contact problems of thin-walled structures. Proc. of 3rd Europ. Conf. on Comp. Mech., Lisbon 2006, „Solids, Structures and Coupled Problems in Engineering“, (eds. C.A. Mota-Soares et al.), Springer.
  47. Hartmann, S., Brunssen, S., Wohlmuth, B., & Ramm, E. (2006). An energy conserving primal-dual active set strategy for unilateral non-linear dynamic contact problems. Proc. of 7th World Congress on Computational Mechanics, July 16-22, Los Angeles, California, USA.
  48. Hartmann, S., Brunssen, S., Wohlmuth, B., & Ramm, E. (2006). An energy conserving primal-dual active set strategy for unilateral non-linear dynamic contact problems. Proc. of Forschungskolloquium Baustatik-Baupraxis, 19.-22. September, Obergurgl, Österreich.
  49. Hartmann, S., Brunssen, S., Wohlmuth, B., & Ramm, E. (2006). Unilateral dynamic contact of thin-walled structures. Proc. of International Conference on Multifield Problems, October 4-6, Stuttgart, Deutschland.
  50. Kato, J., Lipka, A., & Ramm, E. (2006). Preliminary investigation for optimization of fiber-reinforced cementitious composite structures. Proc. of 3rd Europ. Conf. on Comp. Mech., Lisbon 2006, „Solids, Structures and Coupled Problems in Engineering“ (eds. C.A. Mota-Soares et al.) Springer.
  51. Neumann, M., Küttler, U., Tiyyagura, S. R., Wall, W. A., & Ramm, E. (2006). Computational Efficiency of Parallel Unstructured Finite Element Simulations. in M. Resch, T. Bönisch, K. Benkert, T. Furui, Y. Seo, W. Bez (eds.), „High Performance Computing on Vector Systems. Proceedings of the High Performance Computing Center Stuttgart, March“ Springer.
  52. Neumann, M., Tiyyagura, S. R., Wall, W. A., & Ramm, E. (2006). Robustness and Efficiency Aspects for Computational Fluid Structure Interaction. in E. Krause, Y.I. Shokin, M. Resch, N. Shokina (eds.), „Computational Science and High Performance Computing II. The 2nd Russian-German Advanced Research Workshop, Stuttgart, Germany, March 14 to 16“, Series: Notes on Numerical Fluid Mechanics and Multidisciplinary Design (NNFM), 91, Springer.
  53. Ramm, E., Förster, C., Neumann, M., & Wall, W. A. (2006). Interaction of Shells and Membranes with Incompressible Flows. Proc. of 3rd Europ. Conf. on Comp. Mech., Lisbon 2006, „Solids, Structures and Coupled Problems in Engineering“, (eds. C.A. Mota-Soares et al.), Springer, 459–476.
  54. Ramm, E., Hund, A., & Hettich, T. (2006). A Variational Multiscale Model for Composites with Special Emphasis on the X-FEM and Level Sets. Proceedings Intern. Conf. on Computational Modelling of Concrete Structures (EURO-C 2006), G. Meschke, R. de Borst, H. Mang, N. Bicanic (eds), Balkema Publ., 13–14.
  55. Wall, W. A., Gerstenberger, A., Gamnitzer, P., Förster, C., & Ramm, E. (2006). Large Deformation Fluid-Structure Interaction - Advances in ALE Methods and New Fixed Grid Approaches. Fluid-Structure-Interaction: Modelling - Simulation - Optimization, LNSCE 53, Springer.
  56. Burmeister, A., Rahm, H., & Ramm, E. (2005). Dynamisches Verhalten von Bauteilen unter kurzzeitigen Einwirkungen. Proc. Tagung Baustatik-Baupraxis 9, Dresden, Germany, 97–108.
  57. D, & Ramm, E. (2005). A Particle Model for Cohesive Frictional Materials. Proceedings 5th GRACM Int. Congress on Computational Mechanics, Limassol, Cyprus.
  58. Hartmann, S., Bischoff, M., & Ramm, E. (2005). On the Performance of 3D Elements for Shell Analysis with Non-Linear Softening Plasticity Models. Proc. of VIII Conference on Computational Plasticity (Complas 2005), September 5-7, Barcelona, Spain.
  59. Hund, A., Hettich, T., & Ramm, E. (2005). Aspects of Microformulation and Locality Constraints within a Multiscale Model for Nonlinear Behaviour of Composites. Proceedings of the 5th International Conference on Computation of Shell and Spatial Structures, Salzburg, Austria.
  60. Hund, A., & Ramm, E. (2005). Application of the Variational Multiscale Method to Damage of Composites. Proc. Of the 11th International Conference on Fracture, Turin, Italy.
  61. Hund, A., & Ramm, E. (2005). Investigation of Constraints for Small Scale Solution within a Multiscale Model for Composites. Proceedings of the International Conference on Computational Plasticity VIII, Barcelona, Spain.
  62. Lipka, A., & Ramm, E. (2005). A concept for the optimization of metal foam structures. Proc. Of the 6th World Congress on Structural and Multidisciplinary Optimization WCSMO6, May 26 - June 3, Rio de Janeiro, Brazil.
  63. Lipka, A., & Ramm, E. (2005). Material topology optimization of cellular and solid structures. Seminar on Shape and Topological Sensitivity Analysis LNCC, Juni 6-9, Petropolis, Brazil.
  64. Lipka, A., & Ramm, E. (2005). Optimization of foam filled structures using gradient based algorithms. Proc. of the IUTAM SYMPOSIUM: topoptSymp2005, Topological design optimization of structures, machines and materials status and perspectives, October 26- 29 , Rungstedgaard, Copenhagen, Denmark.
  65. Neumann, M., Tiyyagura, S. R., Wall, W. A., & Ramm, E. (2005). Efficiency Aspects for Advanced Fluid Finite Element Formulations. Extended Abstract in Proc. of Fifth International Conference on Computation of Shell and Spatial Structures, Salzburg, Austria, June 1-4.
  66. Ramm, E., Erhart, T., & Wall, W. A. (2005). Numerical Modelling of Transient Impact Processes with Large Deformations and Nonlinear Material Behavior. Proceedings 8th Intern. Conf. on Computational Plasticity (COMPLAS VIII). eds. E. Onate, D.R.J. Owen, Barcelona.
  67. Ramm, E., Erhart, T., & Wall, W. A. (2005). Numerical modeling of transient impact processes with large deformations and nonlinear material behavior. „Computational Plasticity“ Selected Papers of COMPLAS 8, (eds. E. Onate, D.J.R. Owen) Springer.
  68. D, & Ramm, E. (2004). Discrete Models for Geomaterials. Proc. of the 2nd International Symposium on Continuous and Discontinuous Modelling of Cohesive Frictional Materials, CDM 2004, Stuttgart, Germany, 27/28 September 2004, Balkema Publ., 69–99.
  69. D, & Ramm, E. (2004). Discrete Models for Geomaterials. Proc. of the NATO-ARW Workshop on Multi-Physics and Multi-Scale Computer Models in Non-linear Analysis and Optimal Design of Engineering Structures under extreme Conditions, Bled, Slovenja, 13–17.
  70. D, & Ramm, E. (2004). Discrete Models and Their Application in Damage Mechanics. Proc. of the 21st International Congress of Theoretical and Applied Mechanics, ICTAM 2004, Warsaw, Poland, 15–21.
  71. Gee, M., Ramm, E., & Wall, W. A. (2004). Parallel Multilevel Solution of Nonlinear Shell Structures. Proc. of World Conf. on Computational Mechanics (WCCM VI), Beijing, PR China.
  72. Kemmler, R., Ramm, E., & Lipka, A. (2004). Stability and Large Deformations in Structural Optimization. Proc. of the NATO-ARW Workshop on Multi-Physics and Multi-Scale Computer Models in Non-linear Analysis and Optimal Design of Engineering Structures under extreme Conditions, Bled, Slovenja, 13–17.
  73. Ramm, E., D, & Leukart, M. (2004). From Microscopic to Macroscopic Modeling of Geomaterials. Proc. of the IV European Congress on Computational Methods in Applied Sciences and Engineering, ECCOMAS 2004 Jyväskylä, Finland.
  74. Vermeer, P. A., Ehlers, W., Herrmann, H. J., & (eds.), E. R. (2004). Modelling of Cohesive-Frictional Materials. Proc. of the 2nd International Symposium on Continuous and Discontinuous Modelling of Cohesive Frictional Materials, CDM 2004, Stuttgart, Germany, 27/28 September 2004, Balkema Publ.
  75. Bischoff, M., Bletzinger, K.-U., Düster, A., Kizio, S., Neumann, J., Rank, E., Ramm, E., & Schweizerhof, K. (2003). Comparision of different FE shell formulations applied on numerical examples with adaptively generated FE meshes. K.-J. Bathe (ed.) Proceedings of the 2nd MIT Conference on Computational Fluid and Solid Mechanics, Elsevier Science.
  76. Camprubí, N., Bischoff, M., & Bletzinger, K.-U. (2003). On the significance of locking on shape optimization of shells. K.-J. Bathe (ed.) Proceedings of the 2nd MIT Conference on Computational Fluid and Solid Mechanics, Elsevier Science.
  77. Erhart, T., Wall, W. A., & Ramm, E. (2003). A Numerical Model for Simulation of Dry Powder Compaction. Proc. of the 21st CAD-FEM users’ meeting, Potsdam, Germany.
  78. Erhart, T., Wall, W. A., & Ramm, E. (2003). A Continuum Approach for the Dynamic Simulation of Powder-like Materials. Proc. of the VII International Conference on Computational Plasticity, COMPLAS 2003, Barcelona, Spain.
  79. Genkinger, S., Wall, W. A., & Ramm, E. (2003). A Parallel Computational Approach for Free Surface Flows with Structural Interactions. PAMM - Proc. Appl. Math. Mech. 3, 276–277.
  80. Gravemeier, V., Wall, W. A., & Ramm, E. (2003). Numerical Solution of the Incompressible Navier-Stokes Equations by a Three-Level Finite Element Method. Proceedings of the Second MIT Conference on Computational Fluid and Solid Mechanics, Cambridge, MA, USA.
  81. Hörmann, M., Ramm, E., & Wall, W. A. (2003). Nonlinear Failure Analysis of Laminated Composite Shells. Proc. of the VII International Conference on Computational Plasticity, COMPLAS 2003, Barcelona, Spain.
  82. Ramm, E., Gee, Mi., & Wall, W. A. (2003). A multilevel approach to the solution of large-scale nonlinear shell problems. Finite Element Methods: 1970’s and beyond L. P. Franca (Ed.), E CIMNE, Barcelona.
  83. Ramm, E., D, & Leukart, M. (2003). Interrelations between Continuum and Discontinuum Models for Geomaterials. Proc. of the VII International Conference on Computational Plasticity, COMPLAS 2003, Barcelona, Spain.
  84. Wall, W. A., Mok, D. P., & Ramm, E. (2003). Iterative Substructuring Schemes for Fluid Structure Interaction. „Analysis and Simulation of Multifield Problems“ (W.L. Wendland, M. Efendiev, eds.). Lecture Notes in Applied and Computational Mechanics, Springer, 349–360.
  85. Burmeister, A., Reitinger, R., & Ramm, E. (2002). Dynamik von Gebäuden für sensitive Chip -Produktionen. Tagungsband Baustatik-Baupraxis 8, Institut für Statik, TU Braunschweig.
  86. Burmeister, A., Reitinger, R., & Ramm, E. (2002). Dynamik von Gebäuden für sensitive Chip-Produktionen. in: Proc. of Baustatik-Baupraxis 8, Institut für Statik, TU Braunschweig.
  87. D, Ramm, E., Diebels, S., & Ehlers, E. (2002). Homogenization for Particle Assemblies. in: Proc. of the Third International Conference on Discrete Element Methods, Santa Fe, New Mexico, USA, 23-25 September 2002, ASCE Geotechnical Special Publication No. 117 (eds. B.K. Cook & R.P. Jensen), 259–264.
  88. Gravemeier, V., Wall, W. A., & Ramm, E. (2002). A Three-Level Approach for Incompressible Navier-Stokes. Proceedings of the Fifth World Congress on Computational Mechanics (WCCM V), July 7-12, 2002, Vienna, Austria, Editors: Mang, H.A., Rammerstorfer, F.G., Eberhardsteiner, J., Publisher: Vienna University of Technology, Austria.
  89. Hörmann, M., & Ramm, E. (2002). Modeling of Delamination in Laminated Composites. Proceedings of the Fifth World Congress on Computational Mechanics (WCCM V), July 7-12, 2002, Vienna, Austria, Editors: Mang, H.A., Rammerstorfer, F.G., Eberhardsteiner, J., Publisher: Vienna University of Technology, Austria.
  90. Koschnick, F., Bischoff, M., & Bletzinger, K.-U. (2002). Membrane locking and the DSG method. H.A. Mang et al. (eds.) Proceedings of WCCM V, Vienna.
  91. Leukart, M., & Ramm, E. (2002). An Alternative Split within the Microplane Material Model. Proceedings of the Fifth World Congress on Computational Mechanics (WCCM V), July 7-12, 2002, Vienna, Austria, Editors: Mang, H.A., Rammerstorfer, F.G., Eberhardsteiner, J., Publisher: Vienna University of Technology, Austria.
  92. Ramm, E., Wall, W. A., Gee, M., Hoermann, M., & Lipka, A. (2002). Shells in Advanced Computational Environment. Proc. of the World Congress on Comp. Mechanics WCCM5, July 7-12, Vienna, Austria.
  93. Ramm, E., & Wall, W. A. (2002). Shells in Advanced Computational Environment. Plenary paper, in: Proceedings of the 5th World Congress on Computational Mechanics (WCCM V), H. Mang et al. (eds.), Vienna, Austria, July, 7th - 12th.
  94. Ramm, E., & Kemmler, R. (2002). Stability and Large Deformations in Structural Optimization. Proceedings of Int. Symposium on Lightweight Structures in Civil Engineering, Warsaw, Poland, 443–454.
  95. Wall, W. A., & Ramm, E. (2002). Consequences of the Extreme Slenderness of Simulation of Shells in Advanced Computational Environment. „Validation of FEM Analyses - Models and Results“. NAFEMS.
  96. Bischoff, M., & Taylor, R. L. (2001). A three-dimensional shell element with an exact thin limit. Z. Wasczyczyn, J. Pamin (eds.) Proceedings of ECCM II, Cracow, Poland.
  97. Bischoff, M., & Bletzinger, K.-U. (2001). Stabilized DSG plate and shell elements. W.A. Wall et al. (eds.) Trends in Computational Structural Mechanics, CIMNE, Barcelona, 253–263.
  98. Bischoff, M., & Armero, F. (2001). Stabilized finite element methods for the analysis of heat transfer in shells. Z. Wasczyczyn, J. Pamin (eds.) Proceedings of ECCM II, Cracow, Poland.
  99. Burmeister, A., Reitinger, R., & Ramm, E. (2001). Glas - Umgang mit einem spröden Material. Tagungsband 5. Dresdner Baustatik-Seminar „Vermeidung von Bauschäden - Aufgabe der Tragwerksplanung“, B. Müller, B. Dressel (Hrsg.), Oktober.
  100. Burmeister, A., Ramm, E., & Reitinger, R. (2001). Glass Structures of German Expo 2000 Pavilion. Proc. Int. Symposiumon Theory, Design and Realization of Shell and Spatial Structures, IASS, Nagoya, Japan.
  101. D, Kun, F., Ramm, E., & Herrmann, H. J. (2001). From solids to granulates - Discrete element simulations of fracture and fragmentation processes in geomaterials. „Continuous and Discontinuous Modelling of Cohesive Frictional Materials“ (Proc. of „Continuous and Discontinuous Modelling of Cohesive Frictional Materials CDM 2000“, Stuttgart, Germany, 27-28 April 2000), Lecture Notes in Physics (LNP) 568, Springer, Berlin, 31–46.
  102. D, Kun, F., & Ramm, E. (2001). Fracture simulation of cohesive frictional materials by discrete element models. Proc. of the Fourth International Conference Analysis of Discontinuous Deformation, N. Bicanic (Ed.), Glasgow, UK, 06-08 June.
  103. Erhart, T., Taenzer, T., Diekmann, R., & Wall, W. A. (2001). Adaptive remeshing issues for fast transient, highly nonlinear processes. Proc. of the European Conference on Computational Mechanics (on CD-ROM), Cracow, Poland, 26-29 June.
  104. Haufe, A., & Ramm, E. (2001). A Computational Model for Double-Head Studs. Proc. of Symposium on Connections between Steel and Concrete, Stuttgart, Sept. 9-12th.
  105. Kuhl, E., D, Leukart, M., & Ramm, E. (2001). Microplane modelling and particle modelling of cohesive-frictional materials. „Continuous and Discontinuous Modelling of Cohesive Frictional Materials“ (Proc. of „Continuous and Discontinuous Modelling of Cohesive Frictional Materials CDM 2000“, Stuttgart, Germany, 27-28 April 2000), Lecture Notes in Physics (LNP) 568, Springer, Berlin, 31–46.
  106. Lipka, A., Schwarz, S., & Ramm, E. (2001). Topology optimization of three-dimensional structures with consideration of elastoplastic structural response. in: Solids, Structures and Coupled Problems in Engineering, Proc. of the 2nd European Conference on Computational Mechanics - ECCM 2001, Cracow, Poland.
  107. Mok, D. P., & Wall, W. A. (2001). Partitioned analysis schemes for the transient interaction of incompressible flows and nonlinear flexible structures. Proc. of the International Conference Trends in Computational Structural Mechanics, W.A. Wall, K.-U. Bletzinger, K. Schweizerhof (Eds.), Lochau, Germany, 20-23 May 2001, CIMNE, Barcelona, Spain.
  108. Mok, D. P., Wall, W. A., & Ramm, E. (2001). Accelerated iterative substructuring schemes for instationary fluid structure interaction. Proc. of the First MIT Conference on Computational Fluid and Solid Mechanics, Cambridge, MA, USA, 12-14 June.
  109. Ramm, E., & Wall, W. A. (2001). Interaction of Fluids and Thin Structures. Plenary paper, in: Solids, Structures and Coupled Problems in Engineering, Proc. of the 2nd European Conference on Computational Mechanics - ECCM 2001, Cracow, Poland.
  110. Gee, M., Wall, W. A., & Ramm, E. (2000). Parallel iterative solvers in nonlinear shell analysis. in: Proceedings of GAMM 2000, Göttingen, 2.-7. April 2000, Zeitschrift für Angewandte Mathematik und Mechanik (ZAMM).
  111. Haufe, A., Menrath, H., & Ramm, E. (2000). A comparison of plasticity models for thin-walled reinforced concrete structures. Proc. of „ECCOMAS“, Barcelona, Spain, 11-14. September.
  112. Haufe, A., Menrath, H., & Ramm, E. (2000). Numerical simulation of high strength steel - high strength concrete composite structures. 6th Conf. ASCCS March 2000, Los Angeles, USA.
  113. Ramm, E., Schwarz, S., Kemmler, R., & Lipka, A. (2000). Structural optimization - The interaction of form and mechanics. Proc. of 18. CAD-FEM Users Meeting, Internationale FEM- Technologietage, 20-22 September, Friedrichshafen, Germany.
  114. Ramm, E., Schwarz, S., & Kemmler, R. (2000). Advances in structural optimization including nonlinear mechanics. Proc. of „ECCOMAS 2000“, Barcelona, Spain, 11-14 September.
  115. Ramm, E., Kemmler, R., & Schwarz, S. (2000). Formfinding and optimization of shell structures. Proc. of „IASS-IACM 2000“, Fourth International Colloquium on Computation of Shell and Spatial Structures, Chania, Crete, Greece, 4-7 June.
  116. Ramm, E., D, & Kuhl, E. (2000). Geomaterials: Continuum or Discontinuum, that is the question. Proc. of „COMPLAS 6“, Barcelona, Spain, 11-14. September.
  117. Steeb, H., & Ramm, E. (2000). A general framework for local error estimation applied to material nonlinear problems. European Congress on Comput. Methods in Applied Sciences and Engineering, ECCOMAS 2000, Barcelona, 11-14 September 2000.
  118. Wall, W. A., Gee, M., Bischoff, M., & Ramm, E. (2000). Tuning of a 3D shell model in nonlinear statics and dynamics. Extended Abstracts of the 20th International Congress of Theoretical and Applied Mechanics, Chicago, USA.
  119. Wall, W. A., Gee, M., & Ramm, E. (2000). The challenge of a three-dimensional shell formulation - the conditioning problem. Proc. of „IASS-IACM 2000“, Fourth International Colloquium on Computation of Shell and Spatial Structures, Chania, Crete, Greece, 4-7 June.
  120. Wall, W. A., & Ramm, E. (2000). A coupled fluid structure environment with a three-dimensional shell model. Proc. of „ECCOMAS 2000“, Barcelona, Spain, 11-14 September.
  121. Wall, W. A., Mok, D. P., & Ramm, E. (2000). Simulation of nonlinear shells interacting with instationary flows. Proc. of „IASS-IACM 2000“, Fourth International Colloquium on Computation of Shell and Spatial Structures, Chania, Crete, Greece, 4-7 June.
  122. Wall, W. A., Mok, D., Schmidt, J., & Ramm, E. (2000). Partitioned analysis of transient nonlinear fluid structure interaction problems including free surface effects. Multifield Problems: State of the Art, A.-M. Sändig, W. Schiehlen, W.L. Wendland (Eds.), Springer, Germany, 159–166.
  123. Bischoff, M., Wall, W. A., & Ramm, E. (1999). Stabilized enhanced assumed strain elements for large strain analysis without artificial kinematic modes. Proc. European Conference on Computational Mechanics (ECCM), Munich, Germany, 31 August - 3 September.
  124. Bischoff, M., & Ramm, E. (1999). Solid-like shell or shell-like solid formulation? A personal view. Proc. European Conference on Computational Mechanics (ECCM), Munich, Germany, 31 August - 3 September.
  125. D, Kuhl, E., Ramm, E., & Kun, F. (1999). Micromechanical Modelling of „Concrete“ Cracking. Proc. European Conference on Computational Mechanics (ECCM), Munich, Germany, 31 August - 3 September.
  126. Haufe, A., Menrath, H., & Ramm, E. (1999). Nonlinear Analysis of Composite Steel-Concrete Structures. Conference Proceedings of ASCE Structures Congress 1999, New Orleans, USA, April 18-21.
  127. Hörmann, M., Menrath, H., Ramm, E., & Seible, F. (1999). Ertüchtigung von Stahlbetonplatten durch faserverstärkte Kunststoffe-Versuche und FE-Rechnungen. Proceedings of „Baustatik-Baupraxis VII“, 18./19. März 1999, RWTH Aachen, K. Meskouris (ed), Balkema, Rotterdam.
  128. Hörmann, M., Menrath, H., & Ramm, E. (1999). Finite Element Investigation of Concrete Slabs Post Strengthened by Fiber Reinforced Polymers. Proceedings ASCE Structures Congress, New Orleans, USA, 174–178.
  129. Kemmler, R., Schwarz, S., & Ramm, E. (1999). Topology optimization including geometrically nonlinear response. Proceedings of the 3rd Wolrd Congress of Structural and Multidisciplinary Optimization, May, 17-21, 1999, Buffalo, USA.
  130. Mok, D. P., Wall, W. A., & Ramm, E. (1999). Partitioned multi-time step FE-analysis for nonlinear structural dynamics. Structural Dynamics - EURODYN’99, Proc. 4th Int. Conf. of the European Association for Structural Dynamics, Prague, 7-10 June 1999, L. Fryba, J. Naprstek (eds.), Balkema, Rotterdam, 351–356.
  131. Ramm, E., & Burmeister, A. (1999). Punktgestützte Gläser als tragende Konstruktion. Proceedings of „Baustatik-Baupraxis VII“, 18./19. März 1999, RWTH Aachen, K. Meskouris (ed), Balkema, Rotterdam, 177–184.
  132. Ramm, E. (1999). Stellungnahme aus der Sicht eines Ingenieurwissenschaftlers. Die Zukunft der Grundlagenforschung. (Hrsg. C.Zintzen), Akademie der Wissenschaften und der Literatur, Mainz. F. Steiner Verlag, Stuttgart, 55–58.
  133. Schleupen, A., & Ramm, E. (1999). A-posteriori error estimates for local and global variables in linear elastodynamics. Structural Dynamics - EURODYN’99, Proc. 4th Int. Conf. of the European Association for Structural Dynamics, Prague, 7-10 June 1999, L. Fryba, J. Naprstek (eds.), Balkema, Rotterdam, 115–120.
  134. Schmidt, J., Wall, W. A., & Ramm, E. (1999). Transient free surface flows via a stabilized ALE finite element method. Proc. GAMM 99, Metz, France, 12-16 April.
  135. Schwarz, S., Kemmler, R., & Ramm, E. (1999). Shape and topology optimization with nonlinear structural response. Proc. European Conference on Computational Mechanics (ECCM), Munich, Germany, 31 August - 3 September.
  136. Steeb, H., Cirak, F., & Ramm, E. (1999). On Local Error Estimators for Non-self-adjoint Boundary Value Problems. Proceedings GAMM99, Metz, France, April. ZAMM - Z. Angew. Math. Mech.
  137. Wall, W. A., Mok, D. P., & Ramm, E. (1999). Partitioned analysis approach for the transient, coupled response of viscous fluids and flexible structures. Proc. European Conference on Computational Mechanics (ECCM), Munich, Germany, 31 August - 3 September.
  138. Bischoff, M., & Ramm, E. (1998). Three-dimensional Shell Formulation and Elements for large Deformations. Proc. of IUTAM/IACM Symposium on Discretisation Methods in Structural Mechanics II, H. Mang, F. Rammerstorfer (eds), Vienna, 2-6 June 1997, 27–34.
  139. Bletzinger, K.-U., Bischoff, M., & Ramm, E. (1998). A unified approach for shear-locking-free triangular and rectangular shell elements. Proceedings of fourth WCCM, E. Oñate, S.R. Idelsohn (eds.), Buenos Aires, Argentina, June 29 - July 2, 1998, CIMNE, Barcelona, Spain.
  140. Bletzinger, K.-U., & Bischoff, M. (1998). A unified formulation of shear-locking-free triangular and rectangular shell finite elements. B.H.V. Topping (ed.) Proceedings of the IV. International Conference of Computational Structures Technology, Edinburgh, Scotland.
  141. Cirak, F., & Ramm, E. (1998). A-posteriori Error Estimation and Adaptivity for the Finite Element Method using duality Principles. Proc. GAMM 98 Annual Meeting, A. Fischer, D. Hinrichsen, H.J. Rath, M. Wanschura (eds.), GAMM Conf. 1998, 6-9.April, Bremen, Germany. ZAMM Z. Angew. Math. Mech. 79 (S1), 139–152.
  142. Cirak, F., & Ramm, E. (1998). Adaptive Methods for nonlinear FE Analysis of Thin-Walled Structures. Proc. of IUTAM/IACM Symposium on Discretisation Methods in Structural Mechanics II, H. Mang, F. Rammersdorfer (eds), Vienna, 2-6 June 1997.
  143. Cirak, F., Schleupen, A., & Ramm, E. (1998). Error Estimates for local and global variables using duality principles. Proceedings of fourth WCCM, E. Oñate, S.R. Idelsohn (eds.), Buenos Aires, Argentina, June 29 - July 2, 1998, CIMNE, Barcelona, Spain.
  144. Fujii, F., Noguchi, H., & Ramm, E. (1998). Static Path Jumping and Stable Postbuckling Equilibria of an Axially Compressed Circular Cylindrical Shell. Proceedings, Int. Conference on Engineering Science - ICES 98 (eds. S.N. Atluri and P.E. O’Donoghue), Techn. Science Press 1998, Vol I, 637–642.
  145. Hörmann, M., Menrath, H., Ramm, E., & Seible, F. (1998). Strengthening of Concrete Slabs by Externally Bonded Fiber Reinforced Polymers - Experimental and Finite Element Investigation. Proceedings of NATO Advanced Study Institute on Mechanics of Composite Structures, C. A. Mota Soares, C. M. Mota Soares, M. J. M. Freitas (eds.), Troia, Portugal, July 12-24.
  146. Kuhl, D., & Ramm, E. (1998). Generalized energy-momentum method for non-linear dynamics of shells. Proceedings of fourth WCCM, E. Oñate, S.R. Idelsohn (eds.), Buenos Aires, Argentina, June 29 - July 2, 1998, CIMNE, Barcelona, Spain.
  147. Kuhl, E., Borst, R. D., & Ramm, E. (1998). A gradient enhancement with application to anisotropic continuum damage. Proceedings of fourth WCCM, E. Oñate, S.R. Idelsohn (eds.), Buenos Aires, Argentina, June 29 - July 2, 1998, CIMNE, Barcelona, Spain.
  148. Kuhl, E., Ramm, E., & Borst, R. D. (1998). Anisotropic gradient damage with the microplane model. Proceedings of EURO-C 1998, R. de Borst, N. Bicanic, H. Mang, G. Meschke (eds), Badgastein, Austria, March 31 - April 3, 1998, Balkema, Rotterdam.
  149. Menrath, H., Haufe, A., & Ramm, E. (1998). A Model for Composite Steel-Concrete Structures. Proceedings of EURO-C 1998, R. de Borst, N. Bicanic, H. Mang, G. Meschke (eds), Badgastein, Austria, March 31 - April 3, 1998, Balkema, Rotterdam.
  150. Mok, D. P., Wall, W. A., Bischoff, M., & Ramm, E. (1998). Load stiffness matrices for follower loads in nonlinear FE analysis. Proc. GAMM 98 Annual Meeting, A. Fischer, D. Hinrichsen, H.J. Rath, M. Wanschura (eds.), GAMM Conf. 1998, 6-9. April, Bremen, Germany. ZAMM Z. Angew. Math. Mech. 79 (S2), 561–562.
  151. Ramm, E., Maute, K., & Schwarz, S. (1998). Adaptive topology and shape optimization. Proceedings of fourth WCCM, E. Oñate, S.R. Idelsohn (eds.), Buenos Aires, Argentina, June 29 - July 2, 1998, CIMNE, Barcelona, Spain.
  152. Ramm, E., Maute, K., & Schwarz, S. (1998). Conceptual design by structural optimization. Proceedings of EURO-C 1998, R. de Borst, N. Bicanic, H. Mang, G. Meschke (eds), Badgastein, Austria, March 31 - April 3, 1998, Balkema, Rotterdam, 879–896.
  153. Ramm, E., & Maute, K. (1998). Tragwerksoptimierung als Entwurfshilfe - Erste Ansätze. Finite Elemente in der Baupraxis. P. Wriggers, U. Meißner, E. Stein, W. Wunderlich (eds.), Ernst & Sohn Berlin (1998), Proc. of FEM’98 at Darmstadt, 35–48.
  154. Ramm, E., Bletzinger, K.-U., & Maute, K. (1998). Structural Optimization. Proc. of IASS-Colloquium on Current and Emerging Technologies of Shells and Spatial Structures’, Madrid, Spain, 28-30 April, 201–216.
  155. Ramm, E., & Bletzinger, K.-U. (1998). Structural Optimization and Formfinding of Lightweight Structures. Proceedings, Int. Conference on Lightweight Structures in Architecture, Engineering and Construction (LSA 98), Sydney, Australia.
  156. Ramm, E., & Burmeister, A. (1998). Punktgestützte Glasfassaden - Konstruktive Aspekte und ausgeführte Projekte. VDI-Seminar, 25.11.1998, Stuttgart, Deutschland.
  157. Schwarz, S., Maute, K., & Ramm, E. (1998). Topology and Shape Optimization including Elastoplastic Material Behavior. Proceedings of the 7th AIAA/USAF/NASA/ISSMO Symposium on Multidisciplinary Analysis and Optimization, September, 2-4, 1911–1921.
  158. Wall, W. A., Bischoff, M., & Ramm, E. (1998). Stabilization techniques for fluid and structural finite elements. Proceedings of fourth WCCM, E. Oñate, S.R. Idelsohn (eds.), Buenos Aires, Argentina, June 29 - July 2, 1998, CIMNE, Barcelona, Spain.
  159. Wall, W. A., & Ramm, E. (1998). Fluid-structure interaction based upon a stabilized (ALE) finite element method. Proceedings of fourth WCCM, E. Oñate, S.R. Idelsohn (eds.), Buenos Aires, Argentina, June 29 - July 2, 1998, CIMNE, Barcelona, Spain.
  160. Bischoff, M., & Ramm, E. (1997). Three-dimensional shell formulation and elements for large deformations. H.A. Mang, F.G. Rammerstorfer (eds.) Proceedings of the IUTAM Symposium in Dicretization Methods in Structural Mechanics II, Vienna, Austria.
  161. Bischoff, M., & Ramm, E. (1997). Three-dimensional shell formulation and elements for large deformations. Aspects in Modern Computational Analysis, Festschrift für Prof. Krätzig, K. Meskouris, U. Wittek (eds), Balkema, 111–120.
  162. Bischoff, M., & Ramm, E. (1997). Reliable Three-Dimensional Shell Elements for Arbitrarily Large Deformations. Proceedings of NAFEMS World Congress ’97 on Design, Simulation & Optimisation, Reliability & Applicability of Computational Methods, NAFEMS (ed), printed by Bell&Bain Ltd Glasgow, Stuttgart, Germany, 9-11 April, 628–639.
  163. Bletzinger, K.-U., Maute, K., & Ramm, E. (1997). Neue Entwicklungen und Anwendungen der Tragwerksoptimierung. 6. Massivbau Seminar: 24/25.1.1997 Neu-Ulm 14/15.3.1997 Lindau, Die Bauakademie Biberach.
  164. Cirak, F., & Ramm, E. (1997). Adaptive Methods for the Nonlinear FE Analysis of Shell Structures. Proceedings of NAFEMS World Congress ’97 on Design, Simulation & Optimisation, Reliability & Applicability of Computational Methods, NAFEMS (ed), printed by Bell&Bain Ltd Glasgow, Stuttgart, Germany, 9-11 April, 1074–1086.
  165. Maute, K., & Ramm, E. (1997). General Shape Optimization of Thin-walled Structures on prescribed Surfaces. Proceedings of NAFEMS World Congress ’97 on Design, Simulation & Optimisation, Reliability & Applicability of Computational Methods, NAFEMS (ed), printed by Bell&Bain Ltd Glasgow, Stuttgart, Germany, 9-11 April, 61–72.
  166. Maute, K., Ramm, E., & Schwarz, S. (1997). Adaptive Topologie- und Formoptimierung bei linearem und nichtlinearem Strukturverhalten. Seminarunterlagen zum NAFEMS Seminar Topologieoptimierung, Aalen, 23 September.
  167. Menrath, H., Maute, K., & Ramm, E. (1997). Topology Optimization including Elastoplasticity. Proceedings of Fifth International Conference on Computational Plasticity, D.R.J. Owen, E. Oñate, E.Hinton (eds), CIMNE (Complas 5), Barcelona, Spain, 17-20 March, 817–822.
  168. Ramm, E., & Bischoff, M. (1997). Static and dynamic analyses of shells for large strains and rotations. Y.B. Yang (ed.) Proceedings of the International Colloquium on Computation of Shells and Spatial Structures (ICCSS), Taipeh, Taiwan, and K. Meskouris (ed.) Aspects in Modern Computational Structural Analysis, Festschrift für Professor Krätzig, Balkema, 19–28.
  169. Ramm, E., & Cirak, F. (1997). Adaptivity for Nonlinear Thin-walled Structures. Proceedings of Fifth International Conference on Computational Plasticity, D.R.J. Owen, E. Oñate, E.Hinton (eds), CIMNE(Complas 5), Barcelona, Spain, 17-20 March, 145–163.
  170. Ramm, E., & Burmeister, A. (1997). Glass as Structure. Proc. of Int. IASS-Symposium on „Design, Construction, Performance & Economics“, S.P. Chiew (ed), Singapore, 10-14 November, 81–91.
  171. Ramm, E. (1997). The Golden Gate Bridge - A historical Perspective. Innovation in Civil and Construction Engineering (ed.: Leeming, M.B., Topping,B.H.V.), Cambridge, England, Aug. 19-21 1997, Civil-Comp Press Edinburgh, 359–372.
  172. Ramm, E. (1997). Personal Reflections on Eric Reissner. The Reissner Symposium on Applied Mechanics & Mathematics, Uni. of Calif., San Diego, La Jolla, 5 Jan.
  173. Rössle, A., Bischoff, M., Wendland, W., & Ramm, E. (1997). On the Mathematical Foundation of the (1,1,2)-Plate Model. Bericht 97/47 des SFB 404 „Mehrfeldprobleme der Kontinuumsmechanik“.
  174. Schwarz, S., Maute, K., Menrath, H., & Ramm, E. (1997). Adaptive Topology Optimization including Elastoplasticity. Proceedings of the 2nd World Congress of Structural and Multidisciplinary Optimization, W. Gutkowski, Z. Mröz (eds), Zakopane, Poland, May 26-30, 569–574.
  175. Bletzinger, K.-U., Maute, K., & Ramm, E. (1996). Structural Concepts by Optimization. Proc. of IASS-Symposium on „Conceptional Design of Structures“, Stuttgart, Oct. 7-11, 169–177.
  176. Bletzinger, K.-U., & Maute, K. (1996). Strukturoptimierung. Teichmann, K., Wilke, J. (ed): Prozeß und Form „Natürlicher Konstruktionen“ Der Sonderforschungsbereich 230 (Universität Stuttgart) , Ernst & Sohn Berlin, 131–147.
  177. Choong, K. K., & Ramm, E. (1996). Simulation of the Dynamic Buckling Process of Cylindrical Shells by the Finite Element Method. ICASS ’96: International conference on Adavances in Steel Structures, Hong Kong, 11-14 December, 11–14.
  178. Hausser, C., & Ramm, E. (1996). Efficient Shear Deformable 3-Node Plate/Shell Elements - An Almost Hopeless Untertaking. Advances in Finite Element Technology (ed.: Topping,B.H.V.), Budapest, Aug. 21-23, 203–215.
  179. Kuhl, D., & Ramm, E. (1996). Conservation of Energy and Momentum for Implicit Single Step Time Integration Schemes. EURODYN ’96, 3rd European Conference on Structural Dynamics, Florence, June 5-8, 349–356.
  180. Maute, K., & Ramm, E. (1996). Adaptivity in Structural Optimization. Advances in Optimazation for Structural Engineering (ed.: Topping,B.H.V.), Budapest, Aug. 21-23 1996, Civil-Comp Press Edinburgh, 227–237.
  181. Ramm, E., & Rehle, N. (1996). Qualitätssicherung durch angepaßte FE-Netze - Möglichkeiten und Grenzen. Tagung Baustatik-Baupraxis (BB6), Weimar, Deutschland, März.
  182. Ramm, E., & Maute, K. (1996). Adaptive Topology Optimization of Shell Structures. AIAA, Proc. Sixth Intern. AIAA/NASA/USAF/ISSMO Symposium on Multidisplinary Analysis and Optimatzation, Bellevue Washington, USA, September 4-6 1996. Aug. 21-23, 1133–1141.
  183. Ramm, E., & Maute, K. (1996). Transition from Shape to Topology Optimization. Proc. of 3rd ECCOMAS Fluid Dynamics Conference and 2nd ECCOMAS Conference on Numerical Methods in Engineering, (ed.: Desideri,J.-A. et al.), Paris, France Sept. 9-13, Wiley&Sons Chichester, 132–143.
  184. Ramm, E., Bletzinger, K.-U., & Maute, K. (1996). Strukturoptimierung - Das Wechselspiel zwischen Form und Kraft. Beitrag im Anschlussbuch Sonderforschungsbereich 230: Natürliche Konstruktionen, 1–26.
  185. Ramm, E. (1996). „Force Follows Form“ oder „Form Follows Force“. Teichmann, K., Wilke, J. (ed): Prozeß und Form „Natürlicher Konstruktionen“ Der Sonderforschungsbereich 230 (Universität Stuttgart) , Ernst & Sohn Berlin, 68–73.
  186. Trautz, M. (1996). Vom Strebewerk zum Bogen- frühe Holzbrückenerfindungen. Teichmann, K., Wilke, J. (ed): Prozeß und Form „Natürlicher Konstruktionen“ Der Sonderforschungsbereich 230 (Universität Stuttgart) , Ernst & Sohn Berlin, 84–95.
  187. Trautz, M. (1996). Die Anfänge der Gewölbestatik und der Wölbkunst nach statischen Gesetzen. Teichmann, K., Wilke, J. (ed): Prozeß und Form „Natürlicher Konstruktionen“ Der Sonderforschungsbereich 230 (Universität Stuttgart) , Ernst & Sohn Berlin, 84–95.
  188. Bletzinger, K.-U., Kimmich, S., Reitinger, R., & Ramm, E. (1995). Form und Funktion - Die Ermittlung idealer Schalentragwerke mit den Methoden der Strukturoptimierung. Kull, U., Ramm, E., Reiner, R. (ed) Evolution und Optimierung - Strategien in Natur und Technik. Stuttgart: Wissenschaftliche Verlagsgesellschaft Stuttgart, 73–93.
  189. Bletzinger, K.-U., Maute, K., Reitinger, R., & Ramm, E. (1995). Layout of Linear and Nonlinear Structures by Shape and Topology Optimization. Proceedings of the IUTAM Symposium on Optimization of Mechanical Systems (eds: D.Bestle, W.Schiehen) , Kluwer Academic Publ. 1996, Universität Stuttgart, 26-31 März, 49–56.
  190. Bletzinger, K.-U. (1995). Form Finding of Membrane Structures and minimal Surfaces by numerical Continuation. Proceedings of the 1st World Congress of Structural and Mulitdisciplinary Optimization, Goslar, Germany, May 28 - June 2, 471–476.
  191. Fujii, F., & Ramm, E. (1995). Computational Bifurcation Theory-Path-Tracing, Pinpointing and Path-Switching. Proceedings of Int. Conference on Stability of Strutures (ICSS-95), Coimbatore, India, June.
  192. Maute, K., & Ramm, E. (1995). General Shape Optimization - an integrated Model for Topology and Shape Optimization. Proceedings of the 1st World Congress of Structural and Mulitdisciplinary Optimization, Goslar, Germany, May 28 - June 2, 299–306.
  193. Maute, K., & Ramm, E. (1995). Structural Topology Optimization. Proceedings of the 5th Internation Conference on Reliablility of Finite Element Methods for Engineering Applications, Glasgow: NAFEMS ’95, 75–93.
  194. Ramm, E., Braun, M., & Bischoff, M. (1995). Higher Order Nonlinear Shell Formulations-Theory and Application. Spatial Structures: Heritage, Present and Future, Proceedings of the IASS International Symposium, June 5-9 1995, Milano, Italia, 393–400.
  195. Ramm, E., Maute, K., & Reitinger, R. (1995). Shape and Topology Optimization of Structures. Proceedings of the International Conference on Computational Engineering Science, 30 Juli - 3 August 1995, Hawai, USA, 501–506.
  196. Ramm, E., & Stein, E. (1995). Finite Elemente in der Baupraxis. Finite Elemente in der Baupraxis, Ernst & Sohn Berlin, 337–347.
  197. Ramm, E. (1995). „Force Follows Form oder Form Follow Force“. Die Wechselwirkung von Form und Kraft bei Flächentragwerken. Prozess und Form natürlicher Konstruktionen - Der Sonderforschungsbereich 230 (Universität Stuttgart) (Hrsg. K. Teichmann, J. Wilke), Ernst & Sohn, 68.
  198. Rehle, N., & Ramm, E. (1995). Is Adaptivity Applicable for serveral Loadcases. Proceedings of the 6th Int. conference on Computing in Civil and Building Engineering, Berlin, July 12-15, 595–605.
  199. Rehle, N., & Ramm, E. (1995). Adaptive Vernetzung bei mehreren Lastfällen. Tagungsband der FEM’ 95, Ernst & Sohn, Berlin: Februar, 337–347.
  200. Reitinger, R., & Ramm, E. (1995). Optimization of Geometrically Nonlinear Structures by Accurately Locating Singular Points. Proceedings of the 1st World Congress of Structural and Mulitdisciplinary Optimization, Goslar, Germany, May 28 - June 2, 471–476.
  201. Roehl, D., & Ramm, E. (1995). Analysis of Large Elastoplastic deformations with EAS Hybrid Finite Elements. XVI-th CILAMCE, Iberian Latin American Conf. on Comp. Meth. for Engineering, 29. Nov.-01.Dec.
  202. Trautz, M., & Ramm, E. (1995). Structural Studies on Antonelli’s San Gaudenzio. Proceedings of Int. Symposium on Spatial Structures: Heritage, Present, and Future (IASS ’95), (ed. G.C. Giuliani), Milano, Italy, June.
  203. Braun, M., Bischoff, M., & Ramm, E. (1994). Higher Order Nonlinear Shell Formulations- A Step Back into Three Dimensions. Bell, K. (ed) From Finite Elements to the Troll Platform, Department of Structural Engineering, The Norwegian Institute of Technology,Trondheim, Norway, 65–88.
  204. Braun, M., Bischoff, M., & Ramm, E. (1994). Nonlinear three-dimensional Analysis of Composite and Laminated Plate and Shell Structures. Hughes, T.J.R., Oñate, E., Zienkiewicz, O.C. (ed) Recent Developments in Finite Element Analysis, CIMNE, Barcelona, Spain, 215–224.
  205. Maute, K., & Ramm, E. (1994). The Genesis of Continuum Structures. Evolution of Natural Structures. Proceedings of the 3. Int. Symposium of SFB 230, Mitteilungen des Sonderforschungsbereiches 230, Heft 9, Stuttgart, 81–86.
  206. Maute, K., & Ramm, E. (1994). Adaptive Techniques in Topology Optimization. Proceedings of the 5th AIAA/USAF/NASA/ISSMO Symposium on Multidisciplinary Analysis and Optimization, Panama City, Florida, September 7-9, 121–131.
  207. Ramm, E., & Maute, K. (1994). Topology Optimization of Plate and Shell Structures. Proceedings of the IASS-ASCE International Symposium on Spatial, Lattice and Tension Structures, Atlanta, USA, April 1994 (eds. J.F. Abel, J.W. Leonhard, C.U. Penalba), ASCE, 946–955.
  208. Ramm, E., & Maute, K. (1994). Topology Optimization - A General Tool in Structural Design. Mang, H., Bicanic, N., de Borst, R. (ed) Computational Modelling of Concrete Structures, Proceedings of the Euro-C 1994, Innsbruck, Austria, March 1994. Swansea: Pineridge Press, 805–824.
  209. Ramm, E., Bletzinger, K.-U., Maute, K., & Reitinger, R. (1994). The challenge of structural optimization. Topping, B.H.V, Papadrakakis, M. (ed) Advances in Structural Optimization, Int. Conference on Computational Structures Technology, Athen, August. Civil Comp Press, 27–52.
  210. Ramm, E., & Bletzinger, K.-U. (1994). St. Geneviève in Paris (1790)- Eine Studie zum Tragverhalten. Festschrift Prof. Dr.-Ing. Günter Zumpe, TU Dresden.
  211. Reitinger, R., & Ramm, E. (1994). Maximizing Structural Efficiency Including Buckling and Imperfection Sensitivity. Proceedings of the 5th AIAA/USAF/NASA/ISSMO Symposium on Multidisciplinary Analysis and Optimization, Panama City, Florida, September 7-9, 1228–1238.
  212. Suanno, R., & Ramm, E. (1994). Analysis of Three-Dimensional Reinforced Concrete Structures with Coupling of Plasticity and Damage Theories. In : Bazant, Z.P., Bittnar, M., Jirásek, Mazars, J. (ed) Fracture and Damage in Quasibrittle Structures, Proceedings of the US-Europe Workshop on Fracture and Damage in Quasibrittle Structures, Prague, Czech Republic, 21-23 September. Great Britain : E & F Spon., 519–532.
  213. Trautz, M., & Tomlow, J. (1994). Alessandro Antonelli (1798-1888) Lightwight Masonary Structures in Neoclassical Architecture. Evolution of Natural Structures, Proceedings of the 3. Int. Symposium of SFB 230, Mitteilungen des Sonderforschungsbereiches 230, Heft 9, Stuttgart, 81–86.
  214. Hofmann, T. J., & Ramm, E. (1993). Erfassung der mittragenden Breite durch eine verfeinerte Balkentheorie. In : Schweizerhof, K., Heil, W. (ed) Festschrift U. Vogel. Universität Karlsruhe.
  215. Ramm, E., Fleischmann, N., & Burmeister, A. (1993). Modellierung mit Faltwerkselementen. Tagung, „Baustatik-Baupraxis 5“, München, März, 5.1-5.19.
  216. Ramm, E., Bletzinger, K.-U., & Reitinger, R. (1993). Shape optimization of shell structures. In : a) Seiken - IASS Symposium on „Nonlinear Analysis and Design of Shell and Spatial Structures“, Tokyo, Japan, Oktober 1993, IASS - Bulletin 34, pp 103-121, b) Revue européene des éléments finis 2, pp 377-398, c) Festschrift Peter Klement, Institut für Baustatik, TU Graz, Beitrag 10.
  217. Reitinger, R., & Ramm, E. (1993). Explicit Approximation of Equality Constraints. In : Hernández, S., Brebbia, C.A. (ed) Optimization of Structural Systems and Applications, pp. 555-567, Proceedings of OPTI ’93, July 7.-9., Zaragoza, Spain. London, New York : Elsevier Applied Science.
  218. Reitinger, R., & Ramm, E. (1993). Optimization of Geometrically Nonlinear Buckling Sensitive Structures. In : „Optimization of Structural Systems and Applications“, Proceedings of the 3rd International Conference on Computer Aided Optimum Design of Structures’ (OPTI ’93). (eds. S. Hernández, C.A. Brebbia), Zaragoza, Spain, July 1993, Elsevier, 525–540.
  219. Andelfinger, U., Ramm, E., & Roehl, D. (1992). 2D- and 3D-Enhanced Assumed Strain Elements and Their Application in Plasticity. Proceedings, Third Int. Conference of „Computational Plasticity“ (COMPLAS III) (eds. D.J.R. Owen, E. Oñate, E. Hinton), Barcelona, Spain, April, Pineridge Press, Swansea, UK., 1992–2007.
  220. Andelfinger, U., & Ramm, E. (1992). An Assessment of Hybrid-Mixed Four-Node Shell Elements. „Nonlinear Analysis of Shells by Finite Elements“ (ed. F.G. Rammerstorfer), Int. Centre of Mechanical Sciences (CISM), Udine, Italy, June 1991, Lectures No. 328, Springer.
  221. Bletzinger, K.-U., Kimmich, S., & Ramm, E. (1992). Strukturoptimierung - akademische Spielerei oder nützliche Entwurfshilfe? Tagungsband, „Finite Elemente in derBaupraxis“ (Hrsg. J. Eibl u.a.), Karlsruhe, Deutschland, September 1991, W. Ernst & Sohn., 669–682.
  222. Bletzinger, K.-U., & Ramm, E. (1992). Structural Optimization as Tool forShape Design. Proceedings, First European Conference on „Numerical Methods in Engineering“ (eds. Ch. Hirsch et al.), Brussel, Belgium, September, Elsevier., 465–477.
  223. Bletzinger, K.-U., & Ramm, E. (1992). Basics of Shape Optimal Design. „Nonlinear Analysis of Shells by Finite Elements“ (ed. F.G. Rammerstorfer), Int. Centre of Mechanical Sciences (CISM), Udine, Italy, June 1991, Lectures No. 328, Springer., 257–268.
  224. Büchter, N., & Ramm, E. (1992). 3D-Extension of Nonlinear Shell Equations Based on the Enhanced Assumed Strain Concept. Proceedings, First European Conference on „Numerical Methods in Engineering“ (eds. Ch. Hirsch et al.), Brussels, Belgium, September, Elsevier., 55–62.
  225. Ramm, E., & Reitinger, R. (1992). Force Follows Form in Shell Design. Proceedings, IASS-CSCE Int. Congress on „Innovative Large Span Structures“, Toronto, Canada, July (eds.N.K. Srivastava et al.), CSCE- Publication., 11–27.
  226. Ramm, E., & Büchter, N. (1992). Large Rotations in Structural Mechanics - Overview. „Nonlinear Analysis of Shells by Finite Elements“ (ed. F.G. Rammerstorfer), Int. Centre of Mechanical Sciences (CISM), Udine, Italy, June 1991, Lectures No. 328, Springer., 1–14.
  227. Ramm, E. (1992). Shells - on Structural Efficiency and Elegance. Proceedings, Int. Symposium on „Natural Structures“ Stuttgart, Germany, 1991, Part 3, Mitteilungen des Sonderforschungsbereichs 230, Heft 8., 69–78.
  228. Ramm, E. (1992). Shape Finding Methods of Shells. a) Proceedings, IASS Symposium on „Spatial Structures at the Turn of the Millennium“ (eds. T. Wester, S.J. Medwadowski, I.B. Morgensen), Kopenhagen, Denmark, September 1991, Kunstakademiets Forlag Arkitektskoten, 1991, 59-68, b) IASS-Bulletin 33 (1992) 2, 89-99, c) CISM, Lecture No. 328, Springer, 1992.
  229. Ramm, E., & Büchter, N. (1992). Comparison of Shell Theory and Degeneration. „Nonlinear Analysis of Shells by Finite Elements“ (ed. F.G. Rammerstorfer), Int. Centre of Mechanical Sciences (CISM), Udine, Italy, June 1991, Lectures No. 328, Springer., 15–30.
  230. Schnuck, E., & (Hrsg.), E. R. (1992). Robert Maillart 1872-1940 - Texte zur Ausstellung. „Beiträge zur Geschichte des Bauingenieurwesens“, Heft 2, Universität Stuttgart, Fachgebiet Planung und Konstruktion im Hochbau, Institut für Baustatik.
  231. Bletzinger, K.-U., Kimmich, S., & Ramm, E. (1991). Strategies in Shape Optimization of Free Form Shells. ’Nonlinear Computational Mechanics - A State-of-the -Art’(eds.P.Wriggers,W.Wagner), Springer., 163–192.
  232. Bletzinger, K.-U., Kimmich, S., & Ramm, E. (1991). Praktische Strukturoptimierung mit finiten Elementen. „Finite Elemente in der Praxis - Computergestütztes Berechnen und Konstruieren“, 11. Reutlinger Arbeitstagung, Reutlingen, Deutschland, T-Programm., 121–126.
  233. Büchter, N., & Ramm, E. (1991). Buckling of Cylindrical and Conical Shells under Concentrated Loading. Proceedings, Int. Colloquium on „Buckling of Shell Structures on Land, in the Sea and in the Air“, Lyon, France, September, Elsevier., 313–323.
  234. Ramm, E., & Burmeister, A. (1991). Stability of Shell-Structures under Time Dependent Loading. Proceedings, European Conference on „Structural Dynamics“ (eurodyn ’90) (eds. W.B. Krätzig et al.), Bochum, Germany, June 1990, Balkema., 121–126.
  235. Ramm, E. (1991). Die Golden Gate Brücke - eine historische Betrachtung. „Beiträge zur Geschichte des Bauingenieurwesens“, Heft 3 (Hrsg. E. Schunck), Universität Stuttgart., 65–84.
  236. Andelfinger, U., & Ramm, E. (1990). Assumed Strain Elements withOptimal Interpolation. Proceedings, IUTAM/IACM Symposium on „Discretization Methods in Structural Mechanics“ (eds. G. Kuhn, H. Mang), Wien, Austria 1989, Springer 1990, 83–93.
  237. Bletzinger, K.-U., Kimmich, S., & Ramm, E. (1990). Interactive Shape Optimization of Shells. Proceedings, Int. Conference on „Numerical Methods in Engineering: Theory and Applications“ (NUMETA 90) (eds. G.N. Pande, J. Middleton), Swansea, UK, Elsevier, 464–473.
  238. Bletzinger, K.-U., Kimmich, S., & Ramm, E. (1990). Shape Optimization of Shells with Program CARAT. Proceedings, COMETT Seminar „Computer Aided Optimal Design“ (eds. K. Schittkowski et al.), Thurnau, Germany, June.
  239. Bletzinger, K.-U., Kimmich, S., & Ramm, E. (1990). Trimming of Structures by Shape Optimization. Proceedings, 2nd Int. Conference „Computer Aided Analysis and Design of Concrete Structures“ (eds. N. Bicanic, H. Mang), Pineridge Press, Swansea, UK., 491–501.
  240. Burmeister, A., & Ramm, E. (1990). Dynamic Stability Analysis of Shell Structures. a) Proceedings, Int. Conference on „Computational Engineering Science“ (ICES 88) (eds. S.N. Atluri, G. Yagawa), Atlanta, USA, 1988, Computational Mechanics ’88, Springer, 1988, 24 ii.1- 5, b) in: „ComputationalMechanics ofNonlinearResponse of Shells“ (eds. W.B. Krätzig, E. Oñate), Springer, 1990., 152–163.
  241. Büchter, N., & Ramm, E. (1990). Stabilitäts- und Traglastberechnungen von Zylinder- und Kegelschalen bei konzentrierten Beanspruchungen. Schriftenreihe Wissenschaft und Technik der TH Darmstadt, Band 51, 277–297.
  242. Büchter, N., & Ramm, E. (1990). A Comparison of Nonlinear Finite Element Formulations of Shells. Extended Abstract, 2nd World Congress on ’ComputationalMechanics (WCCMII), Stuttgart, Germany, August.
  243. Ramm, E., Müller, J., & Wassermann, K. (1990). Problemfälle bei FE-Modellierungen. 4. Fachtagung „Baustatik-Baupraxis 4“, Hannover, Deutschland, März., 9.1-9.24.
  244. Ramm, E. (1990). Der Behälterbau. „V.G. Suchov 1853-1939 - Kunst der sparsamenKonstruktion“ (Hrsg. R. Graefe,M.Gappoev, O. Pertschi), Deutsche Verlagsanstalt., 120–127.
  245. Andelfinger, U., Matzenmiller, A., & Ramm, E. (1989). Hybrid-Mixed Four-Node Shell Elements, Different Two-Field Assumptions and a Stability Test. „Analytical and Computational Models of Shells“, ASME CED - Vol. 3 (eds. A.K. Noor, T.B. Belytschko, J.C. Simo), 279–290.
  246. Breinlinger, F., & Ramm, E. (1989). An Elasto-Plastic Double Hardening Model for Soils within the Frame of a Finite Strain Formulation Using the Finite Element Method. Proceedings, 2nd Int. Conference on „Computational Plasticity-Models, Software and Applications“ (COMPLAS II) (eds. D.J.R. Owen, E. Hinton, E.Onate), Barcelona, Spain, Pineridge Press, Swansea, UK., 1265–1276.
  247. Ramm, E., Büchter, N., & Stegmüller, H. (1989). Fortschritte bei nichtlinearen Schalenberechnungen. DFG-Abschlußberichtsband „Nichtlineare Berechnungen im Konstruktiven Ingenieurbau“ (Hrsg. E. Stein), Springer, 60–85.
  248. Bletzinger, K.-U., & Ramm, E. (1988). Finite Elements and Structural Optimization - Some Aspects of Problem Formulation. „Discretization Methods and Structural Optimizations - Procedures and Applications“ (eds. H. Eschenauer, G. Thierauf), GAMM - Seminar, Universität Siegen, Germany, Lecture Notes in Engineering, Vol. 42, Springer, 64–70.
  249. Kimmich, S., & Ramm, E. (1988). Structural Optimization and Analysis with Program System CARAT. „Discretization Methods and Structural Optimizations - Procedures and Applications“ (eds. H. Eschenauer, G. Thierauf), GAMM-Seminar, Universität Siegen, Germany, 1988, Lecture Notes in Engineering, Vol. 42, Springer, 186–193.
  250. Ramm, E., Stander, N., & Stegmüller, H. (1988). GegenwärtigerStand derMethode der finitenElemente. Tagung „Finite Elemente-Anwendungen in der Baupraxis“ (Hrsg. W. Wunderlich, E. Stein), Ruhr-Universität Bochum, Germany, W. Ernst & Sohn., 1–13.
  251. Ramm, E., Bletzinger, K.-U., & Kimmich, S. (1988). Strukturoptimierung. 1. Int. Symposium des Sonderforschungsbereichs 230, Stuttgart, Deutschland, Mitteilungen 2., 27–42.
  252. Ramm, E., & Kammler, G. (1988). Interaktion zwischen globalem und lokalem Versagen dünnwandiger Stäbe. „Festschrift Heinz Duddeck“ (Hrsg. J. Scheer, H. Ahrens, H. -J. Bargstädt), TU Braunschweig., 238–249.
  253. Ramm, E., Burmeister, A., & Stegmüller, H. (1988). Stabilität und Traglast von kegelförmigen Stahlbetonschalen - ein Beispiel für die Anwendung nichtlinearer FE-Modelle. Tagung „Finite Elemente-Anwendungen in der Baupraxis“ (Hrsg. W. Wunderlich, E. Stein), Ruhr-Universität Bochum, Germany, W. Ernst & Sohn, 121–128.
  254. Ramm, E., Andelfinger, U., Höcklin, H., & Kimmich, S. (1987). Baustatik und Computer - Entwicklungen und Tendenzen. 3. Fachtagung „Baustatik - Baupraxis 3“, Stuttgart, Deutschland., 20.1-20.18.
  255. Ramm, E., & Matzenmiller, A. (1987). Computational Aspects of Elasto-Plasticity in Shell Analysis. Int. Conference on „Computational Plasticity“ (COMPLAS) (ed. E. Onate), Barcelona, Spain, Pineridge Press, Swansea, UK.
  256. Ramm, E., & Burmeister, A. (1987). Stability Analysis of Dynamically Loaded Structures. Int. Conference on „Advances in Numerical Methods in Engineering: Theory and Applications“ (NUMETA 87) (eds. G.N. Pande, J. Middleton), Swansea, U.K., Elsevier.
  257. Ramm, E. (1987). Ultimate Load and Stability Analysis of Reinforced Concrete Shells. Proceedings, IABSE Colloquium „Computational Mechanics of Reinforced Concrete“, Delft, Netherlands., 145–159.
  258. Weimar, K., & Ramm, E. (1987). Ultimate Loads of Unstiffened Plate Girders Subjected to Concentrated Loads. Proceedings, ECCS Colloquium on „Stability of Plate and Shell Structures“, Ghent University, Belgium., 79–84.
  259. Ramm, E., & Matzenmiller, A. (1986). Large Deformation Shell Analysis Based on the Degeneration Concept. State-of-the-Art-Texts on „Finite Element Methods for Plate and Shell Structures“ (eds. T.J.R. Hughes, E. Hinton), Pineridge Press, Swansea, UK, 365–393.
  260. Ramm, E., & Matzenmiller, A. (1986). Der Einfluß ungleichmäßiger Temperaturbelastung auf das Beulen von Zylinderschalen. Beitrag zum GAMM-Seminar „Diskretisierende Methoden bei thermomechanischen Deformationen“, Leoben, Österreich, September.
  261. Schweizerhof, K., Ramm, E., & Ramm, A. (1986). Plate Elements fos Microcomputers. Proceedings, 2nd Int. Conference on „Microcomputers in Engineering“ (eds. B.A. Schrefler, R.W. Lewis), Pineridge Press, Swansea, UK, 99–116.
  262. Schweizerhof, K., & Ramm, E. (1986). Combining Quasi-Newton and Arc-Length Methods for the Analysis of Nonlinear Problems into the Postlimit Range. Extended Abstract for 1st World Congress on „ComputationalMechanics“ (WCCM), University of Texas at Austin, USA, September.
  263. Burmeister, A., Ramm, E., & Bornscheuer, F.-W. (1985). Ultimate and Buckling Loads of Pad and Nozzle Reinforced Reactor Containments. 8th Int. Conference on „Structural Mechanics in Reactor Technology“ (SMiRT 8), Brüssel, Belgium, J 4/8.
  264. Kimmich, S., Stegmüller, H., Ramm, E., & Müller, G. (1985). Mikrocomputer in der Baustatik. Tagung „Finite Elemente-Anwendungen in der Baupraxis“ (Hrsg. H. Grundmann, E. Stein, W. Wunderlich), Ernst & Sohn., 508–517.
  265. Rajasekaran, S., & Ramm, E. (1985). Local and Member Stability of Thin -Walled Straight and Curved Beams of Open Section. Proceedings of the Second Int. Conference on „Computer Aided Analysis and Design in Civil Engineering“, Roorkee, India, Saharanpur Press.
  266. Ramm, E., Schweizerhof, K., & Stegmüller, H. (1985). Ultimate Load Analysis of Thin Shells under Pressure Loads. Europe-US Symposium „Finite Element Methods for Nonlinear Problems“ (eds. P. Bergan, K.J. Bathe, W. Wunderlich), Trondheim, Norway.
  267. Ramm, E., & Müller, J. (1985). Flachdecken und finite Elemente - Einfluß des Rechenmodells im Stützenbereich. Tagung „Finite Elemente-Anwendungen in der Baupraxis“ (Hrsg.H.Grundmann, E. Stein,W. Wunderlich), München,Deutschland, März 1984, Ernst & Sohn, 86–95.
  268. Schweizerhof, K., Müller, J., & Ramm, E. (1985). Konvergenztest von Isoparametrischen Degenerierten Platten/Schalenelementen. Mitteilung Nr. 5, Institut für Baustatik, Universität Stuttgart.
  269. Schweizerhof, K., & Ramm, E. (1985). Stability ofCylindricalShells underWind Loading with Particular Reference to Follower Load Effects. Proceedings of the US-Australian Workshop „Loading, Analysis and Stability of Thin Shell Bins, Tanks and Silos“, Sydney, Australia, March.
  270. Schweizerhof, K., & Ramm, E. (1985). A Family of Procedures for Tracing Postbuckling Paths of Elastic and Inelastic Nonlinear Structures. Abstract, „Euromech 200“ (ed. J. Szabo), Matrafüred, Hungary., 417–418.
  271. Ramm, E., Osterrieder, P., Diack, A., Stegmüller, H., & Bornscheuer, F. W. (1984). Stability of Steel Structures - Stabilität von Stahltragwerken. Mitteilung Nr. 4, Institut für Baustatik, Universität Stuttgart.
  272. Ramm, E., Müller, J., Stegmüller, H., Kimmich, S., Müller, G., Burmeister, A., & Schweizerhof, K. (1984). Modellierungsfragen - Mikrocomputer - Erdbebenberechnungen. Mitteilung Nr. 2, Institut für Baustatik, Universität Stuttgart.
  273. Ramm, E., & Kompfner, T. A. (1984). Reinforced Concrete Shell Analysis Using an Inelastic Large Deformation Finite Element Formulation. Int. Conference „Computer -Aided Analysis and Design of Concrete Structures“, Split, Jugoslawia, Pineridge Press, Swansea, UK,.
  274. Ramm, E., Burmeister, A., & Schweizerhof, K. (1984). Zum Nachweis der Erdbebensicherheit nach DIN 4149 (neu): Grundlagen und Anwendungen. 2. Fachtagung „Baustatik-Baupraxis“, Bochum, Deutschland, März, 13.1-13.29.
  275. Schweizerhof, K., Ramm, E., & Kompfner, T. A. (1984). Nonlinear Analysis of Shell-Like Structures - Nichtlineare Berechnung von Schalentragwerken. Mitteilung Nr. 3, Institut für Baustatik, Universität Stuttgart.
  276. Burmeister, A., Ramm, E., & Bornscheuer, F.-W. (1983). Influence of Thickness Variations and Nozzle Reinforcements on the Ultimate Load of Reactor Containments. 7th Int. Conference on „Structural Mechanics in Reactor Technology“ (SMiRT 7), Chicago, USA, J 6/7.
  277. Diack, A., & Ramm, E. (1983). A Parametric Study on the Stability of Stringer Stiffened Cylindrical Shells under Axial Load. Third Int. Colloqium on „Stability of Metal Structures“, Paris, France, November 1983, Preliminary Report., 357–366.
  278. Ramm, E., & Osterrieder, P. (1983). Ultimate Load Analysis of Three-Dimensional Beam Structures with Thin-Walled Cross Sections Using Finite Elements. Third Int. Colloqium on „Stability of Metal Structures“, Paris, France, November, Preliminary Report., 201–210.
  279. Ramm, E. (1983). Nonlinear Finite Element Analysis of Shells under Pressure Loads Using Degenerated Elements. Euromech Colloquium No. 165 „Flexible Shells - Theory and Applications“ (eds. E.L. Axelrad, F.A. Emmerling), München, Germany, Springer, 192–221.
  280. Stegmüller, H., Häfner, L., Ramm, E., & Sättele, J. M. (1983). Theoretische Grundlagen zum FE-Programmsystem NISA 80. Mitteilung Nr. 1, Institut für Baustatik und Baudynamik, Universität Stuttgart.
  281. Stegmüller, H., Bornscheuer, F.-W., & Ramm, E. (1983). Stability and Ultimate Load Analysis of Liquid Filled Conical Shells. Third Int. Colloqium on „Stability of Metal Structures“, Paris, November, Preliminary Report., 391–398.
  282. (Hrsg.), E. R. (1982). Buckling of Shells. Proceedings of the State-of-the -Art Colloquium, Stuttgart, Germany, May, Springer.
  283. Ramm, E., & Stegmüller, H. (1982). The Displacement Finite Element Method in Nonlinear Buckling Analysis of Shells. Proceedings of a State-of-the -Art Colloquium on „Buckling of Shells“ (ed. E. Ramm), Stuttgart, Germany, Springer, 201–235.
  284. Ramm, E. (1982). The Riks/Wempner Approach - an Extension of the Displacement ControlMethod in Nonlinear Analysis. „Recent Advances in Nonlinear Computational Mechanics“ (eds. E. Hinton, C. Taylor, D.R.J. Owen), Pineridge Press, Swansea, UK, 63–86.
  285. Ramm, E., & Sättele, J. M. (1981). Elasto-Plastic Large Deformation Shell Analysis Using Degenerated Elements. ASME - WAM Meeting on „Nonlinear Finite Element Analysis of Shells“, Washington, USA, November, AMD - Vol. 48, 265–282.
  286. Ramm, E. (1981). Strategies for Tracing the Nonlinear Response Near Limit Points. 2nd US-Europe Workshop „Nonlinear Finite Element Analysis in Structural Mechanics“ (eds. W. Wunderlich, E. Stein, K.-J. Bathe), Bochum, Germany, 1980, Springer., 63–89. https://doi.org/10.1007/978-3-642-81589-8_5
  287. Ramm, E. (1981). Geometrisch nichtlineare FE-Analyse. „Berechnung von geometrisch und physikalisch nichtlinearen Problemenmit Hilfe der finiten Element Methode“, Bericht der Control Data GmbH.
  288. Stegmüller, H., Ramm, E., & Bornscheuer, F.-W. (1981). Ultimate Load Analysis of Nozzle Reinforced Reactor Containments - a Parametric Study. 6th Int. Conference on „Structural Mechanics in Reactor Technology“ (SMiRT 6), Paris, France, August, J 5/9.
  289. Brendel, B., Ramm, E., & Bornscheuer, F.-W. (1980). Stabilitätsuntersuchungen weitgespannter Flächentragwerke. Mitteilungen 57 - Sonderforschungsbereich 64, Universität Stuttgart.
  290. Ramm, E., & Müller, J. (1980). Grundzüge der Methode der finiten Elemente. „Finite Element Methode“, Bericht der Control Data GmbH, Teil II.
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