Response of space frame structure resting on non-linear rubber base isolation system
The response of a multi-storey space frame structure resting on non-linear rubber base isolation system (lead rubber bearing), subjected to bi-directional harmonic and seismic ground motions are studied. A four-storey space frame structure having six degrees of freedom (three translations along x,...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Electronic Journals for Science and Engineering - International
2012-01-01
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| Series: | Electronic Journal of Structural Engineering |
| Online Access: | https://ejsei.com/EJSE/article/view/152 |