考虑土-结相互作用的粘滞阻尼器减震结构振动台试验研究

摘要
图/表
参考文献(11)
相关文章 (15)

全文: PDF (1296 KB) HTML (1 KB)
输出: BibTeX | EndNote (RIS)

摘要通过对粘滞阻尼器消能减震钢框架结构模型在刚性地基和群桩地基条件下进行对比振动台试验，研究土-结动力相互作用（SSI）对阻尼器减震效果的影响。根据量纲分析法确定了试验模型与原型的相似关系。采用粉质粘土作为试验用土，采用叠层剪切型土箱以减轻边界的影响。上部结构为5层钢框架，消能元件为粘滞阻尼器。通过振动台试验获取了不同地震输入下减震结构及非减震结构在不同基础条件下的动力特性、楼层加速度及位移的地震反应数据。对于桩基础模型，测量了桩身应变及桩土接触面的压力值。试验结果表明：对于非减震结构，SSI效应使结构体系的阻尼比有较大的提高，而对于减震结构，SSI效应对结构体系的阻尼比影响则不大；SSI效应对结构楼层加速度反应具有显著的影响，其对上部结构地震反应的主要影响体现为减震效应, 且随着地震输入量级的增大，减震效应愈大，群桩基础上阻尼器的减震效率与刚性地基相比具有较大程度的下降；对于桩基础结构，阻尼器在降低上部结构反应的同时，减小了桩基础的地震反应，上部结构和基础两个方面的安全性都得到了提高。

	服务

	把本文推荐给朋友
	加入我的书架
	加入引用管理器
	E-mail Alert
	RSS
	作者相关文章
	赵学斐
	王曙光
	王海
	杜东升
	刘伟庆

关键词 ：粘滞阻尼器, 土-结构相互作用, 振动台试验, 动力特性, 地震反应

Abstract：In order to investigate the seismic reduction effect of viscous dampers in structures, the shaking table tests of a steel frame energy dissipated structure on rigid and pile group foundations were conducted. The similarity relationship between the original structure and the experimental model was obtained according to dimensional analysis. The soil used in the test was silty clay and a laminar shear container was fabricated to reduce the boundary effect. The super-structure was a five storey steel frame model, viscous dampers were used as the energy dissipaters. The data of structural dynamic characteristics, floor accelerations and displacements with and without viscous dampers under seismic excitations for different base conditions were obtained by the shaking table tests. For pile group supported model, the strain of plie and the contact pressure of soil-pile interface are aslo measured. The results indicate that: for structures without dampers, the damping ratio of the system have a considerable increase due to SSI effect; however, for structures with dampers, the SSI effect have little influence on the damping ratio of the system. The floor accelerations have a reduction considering the SSI effect and the extend of reduction increases with the increase of input earthquake intensity. The efficiency of the dampers for pile group foundaitons have a great decline compared with that of fixed foundations. The dampers can not only reduce the response of the super structure, but also the response of the piles.

Key words： viscous dampers soil-structure interaction effect shaking table tests dynamic characteristics seismic response

收稿日期: 2015-11-09 出版日期: 2017-06-28

引用本文:

赵学斐，王曙光，王海，杜东升，刘伟庆. 考虑土-结相互作用的粘滞阻尼器减震结构振动台试验研究[J]. 振动与冲击, 2017, 36(13): 146-154.
ZHAO Xue-fei, WANG Shu-guang, Wang Hai, Du Dong-Sheng, LIU Wei-qing. Shaking table tests on structures with viscous dampers considering SSI effect. JOURNAL OF VIBRATION AND SHOCK, 2017, 36(13): 146-154.

链接本文:

http://jvs.sjtu.edu.cn/CN/ 或 http://jvs.sjtu.edu.cn/CN/Y2017/V36/I13/146

[1] 宫必宁, 赵大鹏. 地下结构与土动力相互作用试验研究[J]. 三峡大学学报(自然科学版) , 2002, 24(6):493-496.
GONG Bi-ning, ZHAO Da-peng. Experimental Research on Dynamic Interaction of Underground Structure[J]. Journal of China Three Gorges University (Natural Science), 2002, 24(6):493-496.
[2] 陈国兴, 王志华, 宰金珉. 考虑土与结构相互作用效应的结构减震控制大型振动台模型试验研究 [J]. 地震工程与工程振动, 2001,21 (4): 117-127.
CHEN Guo-xing, WANG Zhi-hua, ZAI Jin-min. Shaking table model testing of structure suppressing vibration control including soil-structure interaction effects[J].Earthquake Engineering and Engineering Vibration, 2001, 21(4): 117-127.
[3] 王志华, 陈国兴, 宰金珉. 考虑SSI 效应的TMD 减震特性振动台模型试验 [J]. 南京工业大学学报, 2002, 24(5): 34-39.
WANG Zhi-hua, CHEN Guo-xing, ZAI Jin-min. Shaking table model testing of TMD shock absorbing characteristics considering soil-structure interaction effects[J].Journal of Nanjing University of Technology, 2002, 24(5): 34-39.
[4] 楼梦麟, 王文剑, 马恒春, 朱彤. 土-桩-结构相互作用体系的振动台模型试验 [J]. 同济大学学报, 2001, 29(7): 763-768.
LOU Meng-Lin, WANG Wen-jian, MA Heng-Chun, ZHU Tong. Study on soil-pile-structure Interaction System by Shaking Table Model Test[J].Journal of Tongji University, 2001, 29(7): 763-768.
[5] 韦晓, 范力础, 王军杰. 考虑桩-土-桥梁结构相互作用振动台试验研究 [J]. 土木工程学报, 2002, 35(4): 91-97.
WEI Xiao, FAN Li-Chu, WANG Jun-Jie. Shaking table test on soil-pile-structure interaction[J].China Civil Engineering Journal, 2002, 35(4): 91-97.
[6] 凌贤长，王东升，王志强，王成，王臣.液化场地桩-土-桥梁结构动力相互作用大型振动台模型试验研究[J].土木工程学报，2004, 37(11):67-72.
LING Xian-chang, WANG Dong-Sheng, WANG Zhi-qiang,WANG Cheng, WANG Chen. Large-scale shaking table model test of dynamic soil-pile-bridge structure interaction in ground of liquefacation[J]. China Civil Engineering Journal, 2004, 37(11): 67-72.
[7] 吕西林, 陈跃庆, 陈波, 黄炜, 赵凌. 结构-地基动力相互作用体系振动台模型试验研究[J]. 地震工程与工程振动, 2000, 20(4): 20-29.
LU Xi-Lin, CHEN Yue-Qing, CHEN Bo,HUANG Wei, ZHAO Ling. Shaking table testing of dynamic soil-structure interaction system[J]. Earthquake Engineering and Engineering Vibration, 2000, 20(4): 20-29.
[8] 陈跃庆，吕西林，李培振等.分层土-基础-高层框架结构相互作用体系振动台模型试验研究[J]. 地震工程与工程振动，2001,21(3):104-112.
CHEN Yue-qing, LU Xi-lin, LI Pei-zhen et al. Shaking table testing for layered soil foundation structure interaction system[J]. Earthquake Engineering and Engineering Vibration, 2001, 21(3): 104-112.
[9] 李培振，陈跃庆，吕西林等.较硬分层土-桩基-结构相互作用体系振动台试验[J].同济大学学报(自然科学版)，2006,34(3):307-313.
LI Pei-zhen, Chen Yue-qing, LU Xi-lin et al. Shaking table testing of hard layered soil pile structure interaction system [J]. Journal of Tongji University (Natural science), 2006, 34(3):307-313.
[10] 宋和平，吕西林. 土体结构相互作用对消能减震结构的影响［J］.地震工程与工程振动，2009, 29(1): 162-168.
Song Heping, Lu Xilin. Infuluence of soil-structure interaction on energy dissipating structures [J]. Earthquake Engineering and Engineering Vibration, 2009, 29(1): 162-468
[11] 张兆超. 土-结构动力相互作用在消能减震控制中的作用探讨与研究[D]. 长沙: 湖南大学，2009.
Zhang Zhaochao. The research and discussion on the role of soil-structure dynamic interaction in the control of energy dissipation[D]. Changsha: Hunan University, 2009.