Shaking Table Test Study on Particle Damping Technology

Author(s):  
Zheng Lu ◽  
Sami F. Masri ◽  
Xilin Lu
2020 ◽  
Vol 79 (17) ◽  
Author(s):  
Wenlong Chen ◽  
Jianlin Ma ◽  
Shuai Cao ◽  
Qinke Wang ◽  
Mengting Wang

2014 ◽  
Vol 1020 ◽  
pp. 457-462
Author(s):  
Miao Han ◽  
Yan Ling Duan ◽  
Huan Sun

The shaking table tests of a 1:7 scale model of three-floor steel frame base-isolated building was completed to study the seismic responses of base-isolated buildings under near-fault ground motions. Under the action of the typical near-fault seismic wave, the seismic responses of base-isolated structures increase with the increase of PGA. The maximum story displacements of super-structure decrease with increase of story. The velocity pulse has an adverse effect to acceleration responses of base-isolated structures. The isolation effect of base-isolated super-structures is still favorable under near-fault ground motions, but it will be necessary to add damping in isolation system or limit the displacement of bearings to prevent the excessive deformation of isolation layer.


2012 ◽  
Vol 446-449 ◽  
pp. 378-381
Author(s):  
Jian Min Jin ◽  
Ping Tan ◽  
Fu Lin Zhou ◽  
Yu Hong Ma ◽  
Chao Yong Shen

Measurement ◽  
2020 ◽  
Vol 164 ◽  
pp. 108125
Author(s):  
Qiaoyun Wu ◽  
Huichao Yan ◽  
Hongping Zhu ◽  
Xixuan Bai

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