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T.C. Fung, C.K. Soh and Q. Fei

School of Civil and Structural Engineering, Nanyang Technological University, Singapore

doi:10.4203/ccp.58.7.6

T.C. Fung, C.K. Soh, Q. Fei, "Seismic Behaviour of Completely Overlap Tubular Joints", in B.H.V. Topping, B. Kumar, (Editors), "Computer Techniques for Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 139-146, 1999. doi:10.4203/ccp.58.7.6

Abstract

In this paper some works on the seismic aspects of completely overlap tubular joints were presented. This type of joint configuration can be found in a kind of innovative offshore jacket configuration called eccentric jacket. In this paper, the design concepts for eccentric jacket were described. Some advantages of the completely overlap joint were proposed from the viewpoint of seismic resistance design. Then some quantitive indictors used in onshore industry to characterize the seismic performance of completely overlap joints were examined. Finally, a numerical analysis was carried out to simulate the inelastic behavior of the joint under cyclic loads. The hysteresis curve was analyzed to evaluate the seismic performance of the joint.

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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 VII.6 Seismic Behaviour of Completely Overlap Tubular Joints T.C. Fung, C.K. Soh and Q. Fei School of Civil and Structural Engineering, Nanyang Technological University, Singapore doi:10.4203/ccp.58.7.6 purchase the full-text of this paper Full Bibliographic Reference for this paper T.C. Fung, C.K. Soh, Q. Fei, "Seismic Behaviour of Completely Overlap Tubular Joints", in B.H.V. Topping, B. Kumar, (Editors), "Computer Techniques for Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 139-146, 1999. doi:10.4203/ccp.58.7.6 Abstract In this paper some works on the seismic aspects of completely overlap tubular joints were presented. This type of joint configuration can be found in a kind of innovative offshore jacket configuration called eccentric jacket. In this paper, the design concepts for eccentric jacket were described. Some advantages of the completely overlap joint were proposed from the viewpoint of seismic resistance design. Then some quantitive indictors used in onshore industry to characterize the seismic performance of completely overlap joints were examined. Finally, a numerical analysis was carried out to simulate the inelastic behavior of the joint under cyclic loads. The hysteresis curve was analyzed to evaluate the seismic performance of the joint. 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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