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, "Plastic Limit Analysis of Lateral Piles for Uncertain Conditions", in , (Editors), "Proceedings of the Twelfth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 137, 2014. doi:10.4203/ccp.106.137

Keywords: limit analysis, reliability, laterally loaded pile, residual strain energy, probability, elastic-plastic..

Summary

In the study, presented in this paper, a general approach to the reliability based limit analysis of laterally loaded piles is presented. In engineering practice uncertainties play a very important role. The aim of this study is to evaluate the lateral load capacity of a long pile when plastic limit analysis is considered. In addition to the plastic limit analysis to control the plastic behaviour of the structure, a bound on the complementary strain energy of the residual forces is also applied. This bound has a significant effect for the load parameter. The solution to reliability-based problems is obtained by a computer program which is governed by the reliability index calculation.

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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: 106 PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: Paper 137 Plastic Limit Analysis of Lateral Piles for Uncertain Conditions M. Movahedi Rad and Z. Fehér Department of Structural and Geotechnical Engineering, Széchenyi István University, Hungary doi:10.4203/ccp.106.137 purchase the full-text of this paper Full Bibliographic Reference for this paper , "Plastic Limit Analysis of Lateral Piles for Uncertain Conditions", in , (Editors), "Proceedings of the Twelfth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 137, 2014. doi:10.4203/ccp.106.137 Keywords: limit analysis, reliability, laterally loaded pile, residual strain energy, probability, elastic-plastic.. Summary In the study, presented in this paper, a general approach to the reliability based limit analysis of laterally loaded piles is presented. In engineering practice uncertainties play a very important role. The aim of this study is to evaluate the lateral load capacity of a long pile when plastic limit analysis is considered. In addition to the plastic limit analysis to control the plastic behaviour of the structure, a bound on the complementary strain energy of the residual forces is also applied. This bound has a significant effect for the load parameter. The solution to reliability-based problems is obtained by a computer program which is governed by the reliability index calculation. 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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