Journal
JOURNAL OF STRUCTURAL ENGINEERING
Volume 128, Issue 10, Pages 1301-1307Publisher
ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)0733-9445(2002)128:10(1301)
Keywords
hinges; nonlinear analysis; benchmarks
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A 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.
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