Experimental study of a new beam-to-column connection for precast concrete frames under reversal cyclic loading

2016 ◽  
Vol 19 (3) ◽  
pp. 529-545 ◽  
Author(s):  
Dongzhi Guan ◽  
Zhengxing Guo ◽  
Quandong Xiao ◽  
Yongfeng Zheng
PCI Journal ◽  
1998 ◽  
Vol 43 (6) ◽  
pp. 58-71 ◽  
Author(s):  
Rosa M. Vasconez ◽  
Antoine E. Naaman ◽  
James K. Wight

2014 ◽  
Vol 8 (1) ◽  
pp. 166-171 ◽  
Author(s):  
Qinyan Zhao ◽  
Zhongyong Zhang ◽  
Jiliang Liu ◽  
Mingjin Chu

To study mechanical behaviors of shear walls built with precast two-way hollow slabs, two shear walls with different details of hollow slabs were quasi-statically tested under low cyclic loading. The failure mode was analyzed, which vertical macro-cracks appeared on walls due to the details of hollow slabs. Brittle shear failure can be avoided in terms of the failure behaviors evolved from integral wall to the combination of wall and columns. Test results also show that that dimension of transverse holes can affect compressive capacity of the walls when it is larger than that of longitudinal holes in the hollow slab.


Structures ◽  
2021 ◽  
Vol 34 ◽  
pp. 523-541
Author(s):  
Reza Hassanli ◽  
Thomas Vincent ◽  
Allan Manalo ◽  
Scott T. Smith ◽  
Aliakbar Gholampour ◽  
...  

PCI Journal ◽  
2017 ◽  
Vol 62 (5) ◽  
Author(s):  
H. S. Lew ◽  
Joseph A. Main ◽  
Yihai Bao ◽  
Fahim Sadek ◽  
Vincent P. Chiarito ◽  
...  

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