Seismic Fragility Estimates of LRB Base Isolated Frames Using Performance-Based Design

With improving technology, the idea of using energy dissipater equipment has been strengthened in order to control the structures response in dynamic loads such as wind and earthquake. In this research, we dealt with seismic performance of base isolated structures with lead-rubber bearing (LRB) usin...

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Published in:Shock and vibration Vol. 2017; no. 2017; pp. 1 - 20
Main Authors: Soori, Sanaz, Khoshkalam, Mohammadreza, Hu, Jong Wan, Ghodrati Amiri, Gholamreza, Mansouri, Iman, Shahbazi, Shahrokh
Format: Journal Article
Language:English
Published: Cairo, Egypt Hindawi Publishing Corporation 01-01-2017
Hindawi
John Wiley & Sons, Inc
Hindawi Limited
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Summary:With improving technology, the idea of using energy dissipater equipment has been strengthened in order to control the structures response in dynamic loads such as wind and earthquake. In this research, we dealt with seismic performance of base isolated structures with lead-rubber bearing (LRB) using incremental dynamic analysis (IDA). For this purpose, 3- and 9-story buildings have been utilized in the SAC project undergoing 22 earthquake records which were far-fault. Plotting the fragility curve for various states of design time period and isolator damping of LRB, it is observed that, by increasing damping, the isolator has not been activated in small spectrum acceleration, which shows that the annual exceedance probability is increased in immediate occupancy (IO) performance level and decreased in life safety (LS) performance level. The results show the reduction of determined failure probability in fragility curves for two levels of performance of uninterrupted use and lateral safety. Likewise obtained results show that, with increasing design time period of isolator, the amount of failure probability is decreased rather than the isolator with smaller design time period, for both LS and IO states. And the isolator illustrates better performance.
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ISSN:1070-9622
1875-9203
DOI:10.1155/2017/5184790