Seismic performance assessment of a hybrid coupled wall system with replaceable steel coupling beams versus traditional RC coupling beams

2016 ◽  
Vol 46 (4) ◽  
pp. 517-535 ◽  
Author(s):  
Xiaodong Ji ◽  
Dan Liu ◽  
Ya Sun ◽  
Carlos Molina Hutt
2013 ◽  
Vol 85 ◽  
pp. 48-59 ◽  
Author(s):  
László Gergely Vigh ◽  
Gregory G. Deierlein ◽  
Eduardo Miranda ◽  
Abbie B. Liel ◽  
Steven Tipping

2012 ◽  
Vol 256-259 ◽  
pp. 737-741
Author(s):  
An Liang Song ◽  
Ming Zhou Su ◽  
Xu Dong Li ◽  
Yun Shi ◽  
Zhen Shan Wang

Based on the state-of-the-art of the research on connection of steel coupling beam to shear wall, The steel coupling beam has satisfactory seismic performance which is better than reinforced concrete coupling beams and composite coupling beams. In this paper, the existing research results were summarized and some views were put forward. It was useful to develop a seismic design method for hybrid coupled walls in China.


2021 ◽  
Vol 182 ◽  
pp. 106666
Author(s):  
S.F. Fathizadeh ◽  
S. Dehghani ◽  
T.Y. Yang ◽  
A.R. Vosoughi ◽  
E. Noroozinejad Farsangi ◽  
...  

2021 ◽  
Vol 149 ◽  
pp. 106897
Author(s):  
Gianni Blasi ◽  
Daniele Perrone ◽  
Maria Antonietta Aiello ◽  
Maria Rosaria Pecce

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