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contributor authorRobert Levy
contributor authorFrantz Joseph
contributor authorW. R. Spillers
date accessioned2017-05-08T20:56:42Z
date available2017-05-08T20:56:42Z
date copyrightApril 1997
date issued1997
identifier other%28asce%290733-9445%281997%29123%3A4%28527%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32724
description abstractIn the most simple case of plastic collapse, it is said that a hinge forms in a member when the moment capacity is reached. In the more complex case of plastic collapse, when the effect of axial load on the moment capacity is considered, it is argued here that an “offset hinge” is formed since as you move along an interaction or limit surface, the incremental moment is proportional to the incremental axial load. In this note the stiffness of a plane, elastic, straight member with offset hinges at either or both ends is derived. An example of plastic collapse taken from the European literature is included.
publisherAmerican Society of Civil Engineers
titleMember Stiffness with Offset Hinges
typeJournal Paper
journal volume123
journal issue4
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1997)123:4(527)
treeJournal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 004
contenttypeFulltext


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