A macro element model for inelastic building analysis.
A three dimensional model for approximate inelastic analysis of buildings is presented herein. The model is based on a single macro element per building storey. The inelastic properties of the model are characterized by the so-called ultimate storey shear and torque (USST) surfaces. Different algori...
| Published in: | Earthquake engineering & structural dynamics. 29, 12 (2000). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |