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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/74347
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dc.titleSimplified procedure for estimating the maximum earthquake responses of radically arranged cable truss
dc.contributor.authorSong, J.H.
dc.contributor.authorLiew, J.Y.
dc.contributor.authorKoh, C.G.
dc.date.accessioned2014-06-19T05:51:53Z
dc.date.available2014-06-19T05:51:53Z
dc.date.issued2007
dc.identifier.citationSong, 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.
dc.identifier.isbn9789810593711
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/74347
dc.description.abstractA 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.
dc.sourceScopus
dc.typeConference Paper
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitle5th International Conference on Advances in Steel Structures, ICASS 2007
dc.description.volume3
dc.description.page279-284
dc.identifier.isiutNOT_IN_WOS
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