[1]于旭,宰金珉,王志华.铅芯橡胶支座隔震钢框架结构体系振动台模型试验研究[J].世界地震工程,2010,(03):030-36.
 YU Xu,ZAI Jinmin,WANG Zhihua.Shaking table tests on the model of a steel-framed structure system with lead core rubber bearing isolations[J].,2010,(03):030-36.
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铅芯橡胶支座隔震钢框架结构体系振动台模型试验研究
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《世界地震工程》[ISSN:/CN:]

卷:
期数:
2010年03期
页码:
030-36
栏目:
出版日期:
2010-03-01

文章信息/Info

Title:
Shaking table tests on the model of a steel-framed structure system with lead core rubber bearing isolations
作者:
于旭12 宰金珉2 王志华2
1. 南京工程学院建筑工程系, 江苏 南京 210009;
2. 南京工业大学土木工程系, 江苏 南京 211167
Author(s):
YU Xu12 ZAI Jinmin2 WANG Zhihua2
1. Department of Civil Engineering, Nanjing Institute of Technology, Nanjing 210009, China;
2. Department of Civil Engineering, Nanjing University of Technology, Nanjing 211167, China
关键词:
振动台模型试验隔震结构土-结构相互作用
Keywords:
shaking table model testseismic isolation structuresoil and structure interaction
分类号:
TU352.1;P315.966
摘要:
设计并完成了铅芯橡胶支座隔震钢框架结构体系的振动台模型试验,研究刚性地基上隔震结构体系的动力特性和隔震效果,为进一步开展考虑土-结构相互作用的隔震结构体系振动台模型试验提供数据对比。试验结果表明:刚性地基上隔震结构体系具有良好的隔震性能,隔震效果显著,输入地震动的频谱特性和加速度峰值对隔震结构的隔震效率影响较大。
Abstract:
Shaking table tests on the model of a steel-framed structure system with lead core rubber bearing isolations have been designed and carried out,dynamic characteristics and isolated effects of the isolation structure system on rigid base are studied,numerical results will be taken as the comparison data for the shaking table tests of seismic isolation structure system considering soil-structure interaction.The test results show that the seismic isolation structure system on the rigid base has good isolated performance,the seismic isolation structure is very effective,and peak value and frequency spectrum of inputted earthquake motion have important influences on the isolated effects of the seismic isolation structure.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2009-10-7;改回日期:2009-11-2。
基金项目:国家自然科学基金项目(50678083)
作者简介:于旭(1977- ),男,讲师,博士,主要从事轻钢结构与岩土工程研究.E-mail:yuxurichard@sina.com
更新日期/Last Update: 1900-01-01