A Constant Displacement Iteration Algorithm for Nonlinear Static Push-Over Analyses
This paper presents the formulation and implementation of a new static push-over analysis algorithm for the seismic rehabilitation of building frames, in accordance with “NEHRP Guidelines for the Seismic Rehabilitation of Buildings”. The concept of the push-over analysis is described and problems a...
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| Format: | Article |
| Language: | English |
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Electronic Journals for Science and Engineering - International
2001-06-01
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| Series: | Electronic Journal of Structural Engineering |
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| Online Access: | http://10.0.0.97/EJSE/article/view/19 |