Computer program for the analysis of asymmetric frame-shear wall structures

Computers and Structures

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Main Authors: Swaddiwudhipong, S., Balendra, T., Quek, S.T., Lee, S.L.
Other Authors: CIVIL ENGINEERING
Format: Article
Published: 2014
Online Access:http://scholarbank.nus.edu.sg/handle/10635/65334
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Institution: National University of Singapore
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spelling sg-nus-scholar.10635-653342015-01-17T02:14:53Z Computer program for the analysis of asymmetric frame-shear wall structures Swaddiwudhipong, S. Balendra, T. Quek, S.T. Lee, S.L. CIVIL ENGINEERING Computers and Structures 22 3 343-362 CMSTC 2014-06-17T08:15:38Z 2014-06-17T08:15:38Z 1986 Article Swaddiwudhipong, S.,Balendra, T.,Quek, S.T.,Lee, S.L. (1986). Computer program for the analysis of asymmetric frame-shear wall structures. Computers and Structures 22 (3) : 343-362. ScholarBank@NUS Repository. 00457949 http://scholarbank.nus.edu.sg/handle/10635/65334 NOT_IN_WOS Scopus
institution National University of Singapore
building NUS Library
country Singapore
collection ScholarBank@NUS
description Computers and Structures
author2 CIVIL ENGINEERING
author_facet CIVIL ENGINEERING
Swaddiwudhipong, S.
Balendra, T.
Quek, S.T.
Lee, S.L.
format Article
author Swaddiwudhipong, S.
Balendra, T.
Quek, S.T.
Lee, S.L.
spellingShingle Swaddiwudhipong, S.
Balendra, T.
Quek, S.T.
Lee, S.L.
Computer program for the analysis of asymmetric frame-shear wall structures
author_sort Swaddiwudhipong, S.
title Computer program for the analysis of asymmetric frame-shear wall structures
title_short Computer program for the analysis of asymmetric frame-shear wall structures
title_full Computer program for the analysis of asymmetric frame-shear wall structures
title_fullStr Computer program for the analysis of asymmetric frame-shear wall structures
title_full_unstemmed Computer program for the analysis of asymmetric frame-shear wall structures
title_sort computer program for the analysis of asymmetric frame-shear wall structures
publishDate 2014
url http://scholarbank.nus.edu.sg/handle/10635/65334
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