Should load remain constant when a thin-walled open-profile column buckles?
International Journal of Solids and Structures
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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 |
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International Journal of Solids and Structures |
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CIVIL ENGINEERING |
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CIVIL ENGINEERING Alwis, W.A.M. Wang, C.M. |
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Alwis, W.A.M. Wang, C.M. |
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Alwis, W.A.M. Wang, C.M. Should load remain constant when a thin-walled open-profile column buckles? |
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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? |
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Should load remain constant when a thin-walled open-profile column buckles? |
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Should load remain constant when a thin-walled open-profile column buckles? |
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should load remain constant when a thin-walled open-profile column buckles? |
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2014 |
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http://scholarbank.nus.edu.sg/handle/10635/66160 |
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