Experimental study on seismic behavior of mid-rise RC shear wall with concealed truss

2009 ◽  
Vol 3 (4) ◽  
pp. 370-377 ◽  
Author(s):  
Wanlin Cao ◽  
Jianwei Zhang ◽  
Jingna Zhang ◽  
Min Wang

2012 ◽  
Vol 446-449 ◽  
pp. 2305-2308
Author(s):  
Guang Qiang Zhou ◽  
Qing Yang Liu ◽  
De Yuan Zhou




2012 ◽  
Vol 446-449 ◽  
pp. 2305-2308
Author(s):  
Guang Qiang Zhou ◽  
Qing Yang Liu ◽  
De Yuan Zhou

Based on the experiment of four models of reduced scale high-rise reinforced concrete wall under low-reversed cyclic loading, seismic behavior of reinforced concrete (RC) shear wall with diagonal web reinforcement under different ratio of axial compression is studied, in comparison to ordinary shear wall. The experiment result shows that diagonal bars affect the distribution of cracks and help to resist shear slip at the bottom of the wall. Seismic behavior of high-rise shear wall, which horizontal bars are replaced with the same amount diagonal bars in part can be obviously improved when the ratio of axial compression is high, but when the ratio of axial compression is low, the effect is not obvious.



2016 ◽  
Vol 18 (4) ◽  
pp. 2304-2318
Author(s):  
Hao Liu ◽  
Wanlin Cao ◽  
Hongying Dong ◽  
Jianwei Zhang


2018 ◽  
Vol 27 (15) ◽  
pp. e1509 ◽  
Author(s):  
Yaohong Wang ◽  
Zeyu Gao ◽  
Qing Han ◽  
Lei Feng ◽  
Hao Su ◽  
...  




Author(s):  
Masaomi TESHIGAWARA ◽  
Hisahiro HIRAISHI ◽  
Hiroyuki TOMATSURI ◽  
Kazuya NOGUCHI ◽  
Yasuhito IIJIMA




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