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C. Syrmakezis and A. Sophocleous

Institute of Structural Analysis and Aseismic Research, National Technical University, Athens, Greece

doi:10.4203/ccp.71.8.1

C. Syrmakezis, A. Sophocleous, "Dynamic Reliability Analysis of New and Existing Structures", in G. De Roeck, B.H.V. Topping, (Editors), "Computational Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 151-157, 2000. doi:10.4203/ccp.71.8.1

Abstract

An efficient and comprehensive method for evaluating the seismic reliability of reinforced concrete degrading structures under earthquake actions is presented. The reliability analysis proposed is based on a realistic elastoplastic analysis accompanied by a damage-related limit state and a probabilistic approach of the final results. The correlation of sophisticated structural analysis with appropriate safety checking techniques applied at several levels is the main scope of the paper, enabling the designer to predict the seismic structural behavior reliably.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 71 COMPUTATIONAL CIVIL AND STRUCTURAL ENGINEERING Edited by: G. De Roeck and B.H.V. Topping Paper VIII.1 Dynamic Reliability Analysis of New and Existing Structures C. Syrmakezis and A. Sophocleous Institute of Structural Analysis and Aseismic Research, National Technical University, Athens, Greece doi:10.4203/ccp.71.8.1 purchase the full-text of this paper Full Bibliographic Reference for this paper C. Syrmakezis, A. Sophocleous, "Dynamic Reliability Analysis of New and Existing Structures", in G. De Roeck, B.H.V. Topping, (Editors), "Computational Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 151-157, 2000. doi:10.4203/ccp.71.8.1 Abstract An efficient and comprehensive method for evaluating the seismic reliability of reinforced concrete degrading structures under earthquake actions is presented. The reliability analysis proposed is based on a realistic elastoplastic analysis accompanied by a damage-related limit state and a probabilistic approach of the final results. The correlation of sophisticated structural analysis with appropriate safety checking techniques applied at several levels is the main scope of the paper, enabling the designer to predict the seismic structural behavior reliably. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £75 +P&P)
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