scholarly journals ENERGY BALANCE-BASED SEISMIC RESPONSE PREDICTION METHOD FOR RESPONSE CONTROL STRUCTURES WITH HYSTERETIC DAMPERS AND VISCOUS DAMPERS

2014 ◽  
Vol 79 (699) ◽  
pp. 631-640 ◽  
Author(s):  
Daisuke SATO ◽  
Haruyuki KITAMURA ◽  
Daiki SATO ◽  
Toshiaki SATO ◽  
Michio YAMAGUCHI ◽  
...  
Keyword(s):  
Energy Balance ◽  
Seismic Response ◽  
Prediction Method ◽  
Response Prediction ◽  
Viscous Dampers ◽  
Response Control ◽  
Control Structures ◽  
Hysteretic Dampers

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

TREND OF SEISMIC RESPONSES OF EXISTING HIGH-RISE RC BUILDINGS

2021 ◽  
Vol 8 (1) ◽  
Author(s):  
Yusuke Maida ◽  
Tomofusa Akita ◽  
Nobuyuki Izumi
Keyword(s):  
Seismic Response ◽  
Ground Motion ◽  
Seismic Isolation ◽  
Rc Buildings ◽  
Response Control ◽  
Control Structures ◽  
Seismic Ground Motion ◽  
Seismic Response Control ◽  
High Rise ◽  
Seismic Resistant

This report presents studies on the seismic response of high-rise RC buildings in Japan. Data concerning the seismic response of approximately 600 high-rise RC buildings constructed from 1972 to 2015 were collected. Seismic response characteristics were analyzed by focusing on differences in seismic resistant structures, seismic response control structures, and seismic isolation structures. The results indicated that the maximum story drift ratio response under the level 1 study seismic ground motion (R) and the level 2 study seismic ground motion (R) criteria is smaller for seismic isolation structures than that of the seismic resistant structure and seismic response control structures. In addition, focusing on the R-R relationship, the correlation is low in the seismic resistant and seismic response control structures, but is almost linear in the seismic isolation structure. This is because the seismic isolation structure is designed such that the superstructure does not become plastic even with level 2 seismic ground motion.

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