Progressive Collapse of Unbonded Prestressed RC Frames Under Different Loading Modes

Author(s):  
Wanqing Chen ◽  
Tao Yang ◽  
Bingxian Qin ◽  
Shiyuan Liu
2011 ◽  
Vol 22 (4) ◽  
pp. 349-361 ◽  
Author(s):  
Jinkoo Kim ◽  
Woo-Seung Shin

2019 ◽  
Vol 105 ◽  
pp. 896-918 ◽  
Author(s):  
Hussein M. Elsanadedy ◽  
Yousef A. Al-Salloum ◽  
Tarek H. Almusallam ◽  
Tuan Ngo ◽  
Husain Abbas

2020 ◽  
Vol 223 ◽  
pp. 111196
Author(s):  
Kai Qian ◽  
Dong-Qiu Lan ◽  
Feng Fu ◽  
Bing Li

2013 ◽  
Vol 351-352 ◽  
pp. 3-6
Author(s):  
Ming Dong Wang ◽  
Zheng Yin Ni

To optimize the design of RC frames with special-shaped columns, some special care should be given to the design of this type of structure. Designers should attach great importance to concept design by considering the structure as a whole to assimilate seismic energy. Ductility has to be guaranteed both for the structure and for the members. In high-rise buildings, frame-shear wall structure is preferred. Safety of L-shaped Corner columns is to be improved or otherwise cantilever beams can be designed to prevent progressive collapse.


2016 ◽  
Vol 111 ◽  
pp. 80-92 ◽  
Author(s):  
Sidi Shan ◽  
Shuang Li ◽  
Shiyu Xu ◽  
Lili Xie

2014 ◽  
Vol 111 (5) ◽  
Author(s):  
Yi Li ◽  
Xinzheng Lu ◽  
Hong Guan ◽  
Lieping Ye

2016 ◽  
Vol 60 (1) ◽  
pp. 31-50 ◽  
Author(s):  
Reza Abbasnia ◽  
Foad Mohajeri Nav ◽  
Nima Usefi ◽  
Omid Rashidian

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