A numerical study on response factors for steel wall?frame systems.
A numerical investigation was undertaken to evaluate the response of dual structural systems that consisting of steel plate shear walls and moment-resisting frames. The primary objective of the study was to investigate the influence of elastic base shear distribution between the wall and the frame o...
| Published in: | Earthquake engineering & structural dynamics. 39, 14 (2010). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |