A large deformation of base isolation layer could be induced by the near-fault ground motions.Although the displacement-constraint devices can constraint the large displacements of the base isolation layer, impacts between the displacement-constraint devices and the superstructures of the base isolation layer may change the dynamic responses of the superstructures. 9sets of tests about base-isolated structures impacting on spring displacement-constraint devices are analyzed. The results indicate that the displacement-constraint devices can constraint the displacement of the base isolation layer well, but higher modes will be elicited and great velocity increments may be produced due to the impact. The story drifts and acceleration of superstructures will increase in the case of impact. The responses of superstructures may be reduced when the stiffness of the displacement-constraint devices and the gaps between the devices and structures are designed reasonably.
Key words
near-fault ground motion /
displacement constraint /
impact /
base-isolation /
shaking table test
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References
[1]刘启方,袁一凡,金星,等.近断层地震动动的基本特征[J].地震工程与工程振动,2006,26 ( 1) : 1-10.
LIU Qi-fang, YUAN Yi-fan, JIN Xing, et al. Basic
Characteristics of near-fault ground motion.[J].
Earthquake Engineering and Engineering Vibration,2006,26(1):1-10.
[2]Matsagar V A, Jangid R S. Seismic response of base-isolated structures during impact with adjacent structures [J]. Engineering Structures, 2003, 25(10):1311-1323.
[3]赵建伟,邹立华,方雷庆. 考虑相邻建筑物碰撞的基础隔震结构的地震反应分析[J]. 振动与冲击, 2010, 29(5): 215-219.
ZHAO Jian-wei, ZOU Li-hua, FANG Lei-qing. Seismic Response Analysis of Base - isolated Structures Considering Pounding of Adjacent Buildings. Journal of Vibration and Shock, 2010, 29(5): 215-219.
[4] 符蓉,叶昆,李黎. LRB基础隔震结构在近断层脉冲型地震作用下的碰撞响应[J].工程力学,2010,27(增刊):298-302.
FU Rong, YE Kun, LI Li. Seismic response of LRB base-Isolated structures under near-fault pulse-like round motions considering potential pounding[J]. Engineering Mechanics, 2010,27:298-302.
[5]Deepak R. Pant, Anil C. Wijeyewickrema. Structural performance of a base-isolated reinforced concrete building subjected to seismic pounding [J]. Earthquake Engineering and Structural Dynamics. 2012, 41(12): 1709–1716
[6] A. Masroor, G. Mosqueda. Impact model for simulation of base isolated buildings impacting flexible moat walls [J], Earthquake Engineering and Structural Dynamic. 2013, 42(3): 357–376
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Footnotes
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