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Paper IV.2

A Simplified Method to Predict the Non-Linear Response of Reinforced Concrete Structures

L. Davenne and C. Brenet

Laboratoire de Mecanique et Technologie, ENS de Cachan, France

doi:10.4203/ccp.28.4.2

L. Davenne, C. Brenet, "A Simplified Method to Predict the Non-Linear Response of Reinforced Concrete Structures", in M. Papadrakakis, B.H.V. Topping, (Editors), "Computational Structural Engineering for Practice", Civil-Comp Press, Edinburgh, UK, pp 137-142, 1994. doi:10.4203/ccp.28.4.2

Abstract

The authors present a general technique of conception of simplified methods based on a multi-level approach. These simplified methods allow the computation of great structures under complex loading in a reasonable time and with a good accuracy. Two applications detailed in the references are summarised in a first time. Then a new development is detailed and the differences with the firsts are pointed out. The results are compared to a finite element computation. The accuracy is about the same but the computation is more rapid. The aim of this work is the non linear computation of civil structures under seismic loading.

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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: 28 COMPUTATIONAL STRUCTURAL ENGINEERING FOR PRACTICE Edited by: M. Papadrakakis and B.H.V. Topping Paper IV.2 A Simplified Method to Predict the Non-Linear Response of Reinforced Concrete Structures L. Davenne and C. Brenet Laboratoire de Mecanique et Technologie, ENS de Cachan, France doi:10.4203/ccp.28.4.2 purchase the full-text of this paper Full Bibliographic Reference for this paper L. Davenne, C. Brenet, "A Simplified Method to Predict the Non-Linear Response of Reinforced Concrete Structures", in M. Papadrakakis, B.H.V. Topping, (Editors), "Computational Structural Engineering for Practice", Civil-Comp Press, Edinburgh, UK, pp 137-142, 1994. doi:10.4203/ccp.28.4.2 Abstract The authors present a general technique of conception of simplified methods based on a multi-level approach. These simplified methods allow the computation of great structures under complex loading in a reasonable time and with a good accuracy. Two applications detailed in the references are summarised in a first time. Then a new development is detailed and the differences with the firsts are pointed out. The results are compared to a finite element computation. The accuracy is about the same but the computation is more rapid. The aim of this work is the non linear computation of civil structures under seismic loading. 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 £65 +P&P)
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