Seismic behavior of self-centering concrete-filled square steel tubular (CFST) Column Base

2019 ◽  
Vol 156 ◽  
pp. 75-85 ◽  
Author(s):  
Xian-Tie Wang ◽  
Chuan-Dong Xie ◽  
Lin-Hui Lin ◽  
Jin Li
Keyword(s):  
Seismic Behavior ◽  
Column Base

scholarly journals Experimental study on seismic behavior of SCRC column base joints with replaceable dampers

2021 ◽  
pp. 103174
Author(s):  
Yiming Yang ◽  
Pu Yang ◽  
Peiwen Shen ◽  
Sen Cai ◽  
Haojie Gao
Keyword(s):  
Experimental Study ◽  
Seismic Behavior ◽  
Column Base

Seismic behavior of encased CFT column base connections

2019 ◽  
Vol 182 ◽  
pp. 363-378 ◽  
Author(s):  
Xian Li ◽  
Tao Zhou ◽  
Jian Li ◽  
Xiao-Bo Kuang ◽  
Yu-Wei Zhao
Keyword(s):  
Seismic Behavior ◽  
Cft Column ◽  
Base Connections ◽  
Column Base

Seismic retrofit method of the column base of over-track building

2002 ◽  
Vol 86 (12) ◽  
pp. 45-52
Author(s):  
Atsushi Hayashi ◽  
Katsuhiko Osako ◽  
Tsuneo Hasuda ◽  
Tsutomu Hoshikawa
Keyword(s):  
Seismic Retrofit ◽  
Column Base

Effects of openings on the seismic behavior and performance level of concrete shear walls

2019 ◽  
Author(s):  
Hossein Alimohammadi ◽  
Mostafa Dalvi Esfahani ◽  
Mohammadali Lotfollahi Yaghin
Keyword(s):  
Static Analysis ◽  
Cross Section ◽  
Seismic Behavior ◽  
Shear Walls ◽  
Shear Wall ◽  
Constant Cross Section ◽  
Added Resistance ◽  
Different Shapes ◽  
And Performance ◽  
Abaqus Software

In this study, the seismic behavior of the concrete shear wall considering the opening with different shapes and constant cross-section has been studied, and for this purpose, several shear walls are placed under the increasingly non-linear static analysis (Pushover). These case studies modeled in 3D Abaqus Software, and the results of the ductility coefficient, hardness, energy absorption, added resistance, the final shape, and the final resistance are compared to shear walls without opening.

SEISMIC BEHAVIOR OF SUPER LONG MULTI-SPAN SUSPENSION BRIDGE WITH CENTER SPAN LENGTH OF 3000M

2018 ◽  
Vol 74 (4) ◽  
pp. I_803-I_817
Author(s):  
Shingo IWASHITA ◽  
Hitoshi NAKAMURA ◽  
Kuniei NOGAMI ◽  
Yusuke KISHI ◽  
Kazuya MAGOSHI ◽  
...  
Keyword(s):  
Seismic Behavior ◽  
Suspension Bridge ◽  
Span Length
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