Numerical Analysis and Testing of the ADAS Device for Seismic Response Control of Steel Structures

2009 ◽  
Author(s):  
M. Tehranizadeh
Keyword(s):  
Numerical Analysis ◽  
Seismic Response ◽  
Steel Structures ◽  
Response Control ◽  
Seismic Response Control

Seismic response control of asymmetric buildings using tuned mass dampers

2019 ◽  
Vol 28 (18) ◽  
Author(s):  
Ahmad Edris Taha ◽  
Said Elias ◽  
Vasant Matsagar ◽  
Arvind Kumar Jain
Keyword(s):  
Seismic Response ◽  
Tuned Mass Dampers ◽  
Response Control ◽  
Seismic Response Control ◽  
Asymmetric Buildings

H∞Active Seismic Response Control Using Static Output Feedback

1996 ◽  
Vol 122 (7) ◽  
pp. 651-659 ◽  
Author(s):  
İ. E. Köse ◽  
W. E. Schmitendorf ◽  
F. Jabbari ◽  
J. N. Yang
Keyword(s):  
Seismic Response ◽  
Output Feedback ◽  
Static Output Feedback ◽  
Response Control ◽  
Seismic Response Control ◽  
Static Output

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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