scholarly journals ENERGY BALANCE-BASED SEISMIC RESPONSE PREDICTION METHODS FOR SEISMIC ISOLATED BUILDINGS USING LAMINATED RUBBER BEARINGS AND ELASTIC SLIDING BEARINGS

2002 ◽  
Vol 67 (562) ◽  
pp. 37-44 ◽  
Author(s):  
Haruyuki KITAMURA ◽  
Youichi CHIBA
Keyword(s):  
Energy Balance ◽  
Seismic Response ◽  
Response Prediction ◽  
Prediction Methods ◽  
Sliding Bearings ◽  
Rubber Bearings

scholarly journals SEISMIC RESPONSE PREDICTION OF STEEL FRAMES WITH HYSTERETIC DAMPERS BASED ON ENERGY BALANCE

2004 ◽  
Vol 69 (582) ◽  
pp. 147-154 ◽  
Author(s):  
Takashi HASEGAWA ◽  
Isao NISHIYAMA ◽  
Akiyoshi MUKAI ◽  
Tadashi ISHIHARA ◽  
Hisaya KAMURA
Keyword(s):  
Energy Balance ◽  
Seismic Response ◽  
Steel Frames ◽  
Response Prediction ◽  
Hysteretic Dampers

Seismic response prediction of base-isolated structures with high damping rubber bearings

2015 ◽  
Vol 39 (1) ◽  
pp. 12-25
Author(s):  
Yin-Han Yang ◽  
Jenn-Shin Hwang ◽  
Shiang-Jung Wang ◽  
Chia-Yi Shiau ◽  
Nobuo Murota
Keyword(s):  
Seismic Response ◽  
Response Prediction ◽  
High Damping Rubber Bearings ◽  
Isolated Structures ◽  
High Damping Rubber ◽  
Rubber Bearings

Seismic Response and Hysteric Performance Analysis in Different Base Isolated Structures

2013 ◽  
Vol 639-640 ◽  
pp. 891-895
Author(s):  
Ying Yuan ◽  
Ai Hong Zhou ◽  
Yan Li Gao
Keyword(s):  
Energy Dissipation ◽  
Performance Analysis ◽  
Seismic Response ◽  
Dynamic Responses ◽  
Sliding Bearings ◽  
Isolation System ◽  
Hysteretic Performance ◽  
Isolated Structures ◽  
Rubber Bearings ◽  
Isolated Systems

Firstly, the motion equation for parallel composite isolation system was formulated. Then, taking system with seven degree of freedoms for an illustrative example, the nonlinear dynamic responses of ordinary aseismic system, isolation system with friction sliding bearings, isolation system with laminated rubber bearings and parallel composite isolation system with the above combined bearings were calculated. Finally, the seismic responses of the above four structures were compared and discussed comprehensively and systematically, and the hysteretic performance of isolated floor was investigated. The results show that the isolation effect of isolated systems compared with the ordinary aseismic system is very notable and the hysteretic energy dissipation performance of isolated structures is excellent.

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