Push-over analysis for performance-based seismic design

The paper presents a simple computer-based push-over analysis technique for performance-based design of building frameworks subject to earthquake loading. The technique is based on the conventional displacement method of elastic analysis. Through the use of a ‘plasticity-factor’ that measures the de...

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Bibliographic Details
Published inComputers & structures Vol. 80; no. 31; pp. 2483 - 2493
Main Authors Hasan, R, Xu, L, Grierson, D.E
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.12.2002
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