Buckling of annular plates elastically restrained against rotation along edges

10.1016/0263-8231(95)00052-6

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Main Authors: Thevendran, V., Wang, C.M.
Other Authors: CIVIL ENGINEERING
Format: Article
Published: 2014
Online Access:http://scholarbank.nus.edu.sg/handle/10635/65258
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Institution: National University of Singapore
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spelling sg-nus-scholar.10635-652582023-10-27T08:58:23Z Buckling of annular plates elastically restrained against rotation along edges Thevendran, V. Wang, C.M. CIVIL ENGINEERING 10.1016/0263-8231(95)00052-6 Thin-Walled Structures 25 3 231-246 TWASD 2014-06-17T08:14:46Z 2014-06-17T08:14:46Z 1996-07 Article Thevendran, V., Wang, C.M. (1996-07). Buckling of annular plates elastically restrained against rotation along edges. Thin-Walled Structures 25 (3) : 231-246. ScholarBank@NUS Repository. https://doi.org/10.1016/0263-8231(95)00052-6 02638231 http://scholarbank.nus.edu.sg/handle/10635/65258 A1996UH38200006 Scopus
institution National University of Singapore
building NUS Library
continent Asia
country Singapore
Singapore
content_provider NUS Library
collection ScholarBank@NUS
description 10.1016/0263-8231(95)00052-6
author2 CIVIL ENGINEERING
author_facet CIVIL ENGINEERING
Thevendran, V.
Wang, C.M.
format Article
author Thevendran, V.
Wang, C.M.
spellingShingle Thevendran, V.
Wang, C.M.
Buckling of annular plates elastically restrained against rotation along edges
author_sort Thevendran, V.
title Buckling of annular plates elastically restrained against rotation along edges
title_short Buckling of annular plates elastically restrained against rotation along edges
title_full Buckling of annular plates elastically restrained against rotation along edges
title_fullStr Buckling of annular plates elastically restrained against rotation along edges
title_full_unstemmed Buckling of annular plates elastically restrained against rotation along edges
title_sort buckling of annular plates elastically restrained against rotation along edges
publishDate 2014
url http://scholarbank.nus.edu.sg/handle/10635/65258
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