Should load remain constant when a thin-walled open-profile column buckles?

International Journal of Solids and Structures

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Main Authors: Alwis, W.A.M., Wang, C.M.
Other Authors: CIVIL ENGINEERING
Format: Article
Published: 2014
Online Access:http://scholarbank.nus.edu.sg/handle/10635/66160
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Institution: National University of Singapore
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spelling sg-nus-scholar.10635-661602015-01-14T02:53:37Z Should load remain constant when a thin-walled open-profile column buckles? Alwis, W.A.M. Wang, C.M. CIVIL ENGINEERING International Journal of Solids and Structures 31 21 2945-2950 2014-06-17T08:24:57Z 2014-06-17T08:24:57Z 1994-11 Article Alwis, W.A.M.,Wang, C.M. (1994-11). Should load remain constant when a thin-walled open-profile column buckles?. International Journal of Solids and Structures 31 (21) : 2945-2950. ScholarBank@NUS Repository. 00207683 http://scholarbank.nus.edu.sg/handle/10635/66160 NOT_IN_WOS Scopus
institution National University of Singapore
building NUS Library
country Singapore
collection ScholarBank@NUS
description International Journal of Solids and Structures
author2 CIVIL ENGINEERING
author_facet CIVIL ENGINEERING
Alwis, W.A.M.
Wang, C.M.
format Article
author Alwis, W.A.M.
Wang, C.M.
spellingShingle Alwis, W.A.M.
Wang, C.M.
Should load remain constant when a thin-walled open-profile column buckles?
author_sort Alwis, W.A.M.
title Should load remain constant when a thin-walled open-profile column buckles?
title_short Should load remain constant when a thin-walled open-profile column buckles?
title_full Should load remain constant when a thin-walled open-profile column buckles?
title_fullStr Should load remain constant when a thin-walled open-profile column buckles?
title_full_unstemmed Should load remain constant when a thin-walled open-profile column buckles?
title_sort should load remain constant when a thin-walled open-profile column buckles?
publishDate 2014
url http://scholarbank.nus.edu.sg/handle/10635/66160
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