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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Published in | Computers & structures Vol. 80; no. 31; pp. 2483 - 2493 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
01.12.2002
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Subjects | |
Online Access | Get full text |
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