Stability criteria for rectangular plates subjected to intermediate and end inplane loads
10.1016/S0263-8231(03)00109-5
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sg-nus-scholar.10635-661892023-10-27T07:44:44Z Stability criteria for rectangular plates subjected to intermediate and end inplane loads Wang, C.M. Chen, Y. Xiang, Y. CIVIL ENGINEERING Buckling Intermediate load Levy method Rectangular plates Stability criteria Thin plate theory 10.1016/S0263-8231(03)00109-5 Thin-Walled Structures 42 1 119-136 TWASD 2014-06-17T08:25:16Z 2014-06-17T08:25:16Z 2004-01 Article Wang, C.M., Chen, Y., Xiang, Y. (2004-01). Stability criteria for rectangular plates subjected to intermediate and end inplane loads. Thin-Walled Structures 42 (1) : 119-136. ScholarBank@NUS Repository. https://doi.org/10.1016/S0263-8231(03)00109-5 02638231 http://scholarbank.nus.edu.sg/handle/10635/66189 000187716000007 Scopus |
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Buckling Intermediate load Levy method Rectangular plates Stability criteria Thin plate theory |
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Buckling Intermediate load Levy method Rectangular plates Stability criteria Thin plate theory Wang, C.M. Chen, Y. Xiang, Y. Stability criteria for rectangular plates subjected to intermediate and end inplane loads |
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10.1016/S0263-8231(03)00109-5 |
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CIVIL ENGINEERING |
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CIVIL ENGINEERING Wang, C.M. Chen, Y. Xiang, Y. |
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Article |
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Wang, C.M. Chen, Y. Xiang, Y. |
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Wang, C.M. |
title |
Stability criteria for rectangular plates subjected to intermediate and end inplane loads |
title_short |
Stability criteria for rectangular plates subjected to intermediate and end inplane loads |
title_full |
Stability criteria for rectangular plates subjected to intermediate and end inplane loads |
title_fullStr |
Stability criteria for rectangular plates subjected to intermediate and end inplane loads |
title_full_unstemmed |
Stability criteria for rectangular plates subjected to intermediate and end inplane loads |
title_sort |
stability criteria for rectangular plates subjected to intermediate and end inplane loads |
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2014 |
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http://scholarbank.nus.edu.sg/handle/10635/66189 |
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1781782694166790144 |