Performance of base-isolated moment resisting steel frames subjected to pounding effects under near-field earthquake ground motions
Despite conservative requirements of existing building code regarding clear seismic gap distance of base-isolated (BI) structures to surrounding moat walls, seismic performance of these structures is still ambiguous under severe earthquake ground motions that may push the base slab of the isolation...
| Main Authors: | , |
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| Format: | Article |
| Language: | fas |
| Published: |
Iranian Society of Structrual Engineering (ISSE)
2021-05-01
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| Series: | Journal of Structural and Construction Engineering |
| Subjects: | |
| Online Access: | http://www.jsce.ir/article_91105_bbe4947d5cc43befc2d0de73dd59d1be.pdf |