| 基础隔震单层偏心结构扭转地震反应分析 |
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| 引用本文： | 王建强,姚谦峰.基础隔震单层偏心结构扭转地震反应分析[J].世界地震工程,2004,20(1):35-38. |
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| 作者姓名： | 王建强 姚谦峰 |
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| 作者单位： | 西安建筑科技大学,土木工程学院,陕西,西安,710055 |
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| 摘 要： | 采用微分型滞回恢复力模型模拟隔震支座的恢复力特性，对基础隔震单层偏心结构的扭转地震反应进行分析，研究隔震系统偏心距和上部结构偏心距对结构扭转反应的影响。结果表明，采用隔震技术可以显著降低隔震结构的扭转地震反应。
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| 关 键 词： | 基础隔震 地震反应 微分型滞回恢复力模型 地震工程 非线性动力分析 |
| 文章编号： | 1007-6069(2004)01-0035-04 |
| 修稿时间： | 2003年2月28日 |
Analysis on torsional seismic response of one-story asymmetric structure with base isolation |
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| WANG Jian-qiangYAO Qian-feng.Analysis on torsional seismic response of one-story asymmetric structure with base isolation[J].World Information On Earthquake Engineering,2004,20(1):35-38. |
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| Authors: | WANG Jian-qiangYAO Qian-feng |
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| Abstract: | In this paper, the differential hysteretic restoring force model is used to simulating the characteristic of restoring force of isolation bearings. The torsional seismic response of one-story asymmetric structure is calculated, the influences of eccentricity of the isolation system and the supper-structure on torsional response of the structure are investigated. It is proved that the torsional response of the structure could be greatly reduced by means of base isolation techniques. |
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| Keywords: | differential hysteretic restoring force model base isolation torsional seismic response |
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