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|Title:||Simplified procedure for estimating the maximum earthquake responses of radically arranged cable truss||Authors:||Song, J.H.
|Issue Date:||2007||Citation:||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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