Investigation on the effect of the shape, size and location of openings on the seismic behavior of steel plate shear walls connected to frame beams only
In the conventional steel plate shear walls (SPSWs), the steel plate is connected to all boundary elements, but in the steel plate shear walls connected to frame beams only (SSW-BOs) the plate is not connected to columns. The separation of the plate from the columns decreases the flexural demands of...
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| Auteurs principaux: | , |
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| Format: | article |
| Langue: | FA |
| Publié: |
Iranian Society of Structrual Engineering (ISSE)
2020
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| Accès en ligne: | https://doaj.org/article/c8e063c85d6b449482561ad945567a3a |
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