Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/74347
Title: Simplified procedure for estimating the maximum earthquake responses of radically arranged cable truss
Authors: Song, J.H.
Liew, J.Y. 
Koh, C.G. 
Issue Date: 2007
Source: Song, J.H.,Liew, J.Y.,Koh, C.G. (2007). Simplified procedure for estimating the maximum earthquake responses of radically arranged cable truss. 5th International Conference on Advances in Steel Structures, ICASS 2007 3 : 279-284. ScholarBank@NUS Repository.
Abstract: A simplified procedure is proposed for estimating the maximum earthquake responses of radially arranged cable truss. The procedure is based on a hand-calculation formula derived according to some important findings on its earthquake response. Numerical verification shows that the proposed formula can be adopted in the design of such structure.
Source Title: 5th International Conference on Advances in Steel Structures, ICASS 2007
URI: http://scholarbank.nus.edu.sg/handle/10635/74347
ISBN: 9789810593711
Appears in Collections:Staff Publications

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