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Paper III.3

Collapse Analysis of Semi-Rigid Frames under Non-Proportional Loads

B.H.M. Chan, L.X. Fang and S.L. Chan

Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Kowloon, Hong Kong

doi:10.4203/ccp.58.3.3

B.H.M. Chan, L.X. Fang, S.L. Chan, "Collapse Analysis of Semi-Rigid Frames under Non-Proportional Loads", in B.H.V. Topping, B. Kumar, (Editors), "Computer Techniques for Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 49-52, 1999. doi:10.4203/ccp.58.3.3

Abstract

This paper studies the collapse and large deflection response of semi-rigid steel frames under proportional and non-proportional loads. The hysteric loop behaviour of semi-rigid connections and plastic hinges are modelled in the analysis program through the incremental-iterative procedure. In the numerical example illustrated in this paper, the effect load sequence is significant in affecting the load-carrying capacity and the overall behaviour.

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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: 58 COMPUTER TECHNIQUES FOR CIVIL AND STRUCTURAL ENGINEERING Edited by: B.H.V. Topping and B. Kumar Paper III.3 Collapse Analysis of Semi-Rigid Frames under Non-Proportional Loads B.H.M. Chan, L.X. Fang and S.L. Chan Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Kowloon, Hong Kong doi:10.4203/ccp.58.3.3 purchase the full-text of this paper Full Bibliographic Reference for this paper B.H.M. Chan, L.X. Fang, S.L. Chan, "Collapse Analysis of Semi-Rigid Frames under Non-Proportional Loads", in B.H.V. Topping, B. Kumar, (Editors), "Computer Techniques for Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 49-52, 1999. doi:10.4203/ccp.58.3.3 Abstract This paper studies the collapse and large deflection response of semi-rigid steel frames under proportional and non-proportional loads. The hysteric loop behaviour of semi-rigid connections and plastic hinges are modelled in the analysis program through the incremental-iterative procedure. In the numerical example illustrated in this paper, the effect load sequence is significant in affecting the load-carrying capacity and the overall behaviour. 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 £74 +P&P)
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