Please use this identifier to cite or link to this item: https://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
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

Show full item record
Files in This Item:
There are no files associated with this item.

Page view(s)

14
checked on Aug 18, 2019

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.