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contributor authorHusain Jubran Al-Gahtani
date accessioned2017-05-08T20:56:07Z
date available2017-05-08T20:56:07Z
date copyrightOctober 1996
date issued1996
identifier other%28asce%290733-9445%281996%29122%3A10%281234%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32349
description abstractA simple method for deriving closed-form expressions for the components of the stiffness matrix and fixed-end forces and moments for tapered members is presented. The governing differential equations and the boundary integral method are used to obtain exact expressions for axial, torsional, and flexural stiffnesses. The necessary fixed-end forces and moments are also derived. The procedure of the proposed method is explained through a practical class of tapered members. The procedure, however, can be extended to other axial, torsional, and flexural stiffness variations. The correctness of the obtained stiffness expressions is verified through numerical examples.
publisherAmerican Society of Civil Engineers
titleExact Stiffnesses for Tapered Members
typeJournal Paper
journal volume122
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1996)122:10(1234)
treeJournal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 010
contenttypeFulltext


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