Show simple item record

contributor authorRonald D. Ziemian
contributor authorWilliam McGuire
date accessioned2017-05-08T20:58:10Z
date available2017-05-08T20:58:10Z
date copyrightOctober 2002
date issued2002
identifier other%28asce%290733-9445%282002%29128%3A10%281301%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33718
description abstractA fundamental aim of developing and applying nonlinear analysis is to improve the quality of design by providing the engineer with a more reliable prediction of the performance of a structural system that is under design or investigation. This paper describes a modification to the second-order inelastic hinge method that can produce the accuracy of more sophisticated plastic zone methods in the analysis of in-plane behavior of compact doubly symmetric sections. As a basis for comparison, results are provided for an established set of benchmark problems.
publisherAmerican Society of Civil Engineers
titleModified Tangent Modulus Approach, A Contribution to Plastic Hinge Analysis
typeJournal Paper
journal volume128
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2002)128:10(1301)
treeJournal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 010
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record