An improvement to linear-elastic procedures for seismic performance assessment.
An improved linear-elastic analysis procedure is developed in this paper as a simple approximate method for displacement-based seismic assessment of the existing buildings. The procedure is mainly based on reducing the stiffness of structural members that are expected to respond in the inelastic ran...
| Published in: | Earthquake engineering & structural dynamics. 39, 8 (2010). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |