Stability formulae for shear-wall frame structures

Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/66190

DC Field	Value
dc.title	Stability formulae for shear-wall frame structures
dc.contributor.author	Wang, C.M.
dc.contributor.author	Ang, K.K.
dc.contributor.author	Quek, S.T.
dc.date.accessioned	2014-06-17T08:25:17Z
dc.date.available	2014-06-17T08:25:17Z
dc.date.issued	1991
dc.identifier.citation	Wang, C.M.,Ang, K.K.,Quek, S.T. (1991). Stability formulae for shear-wall frame structures. Building and Environment 26 (2) : 217-222. ScholarBank@NUS Repository.
dc.identifier.issn	03601323
dc.identifier.uri	http://scholarbank.nus.edu.sg/handle/10635/66190
dc.description.abstract	For preliminary design of shear-wall frame structures, the lowest buckling load has to be estimated, preferably using a simple and accurate formula. A simple formula is presented by modeling the structure as a shear-restrained column and solving the associated total energy functional or the governing differential equation by means of the energy approach. The formula is applicable for fixed as well as elastic support conditions and the results agree with the exact analytical transcendental solutions. © 1991.
dc.source	Scopus
dc.type	Article
dc.contributor.department	CIVIL ENGINEERING
dc.description.sourcetitle	Building and Environment
dc.description.volume	26
dc.description.issue	2
dc.description.page	217-222
dc.description.coden	BUEND
dc.identifier.isiut	NOT_IN_WOS
Appears in Collections:	Staff Publications

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