Seismic performance of precast RC column to steel beam connections with variable joint configurations

2018 ◽  
Vol 160 ◽  
pp. 408-418 ◽  
Author(s):  
Alireza Khaloo ◽  
Rooholah Bakhtiari Doost
2016 ◽  
Vol 28 (4) ◽  
pp. 231-242
Author(s):  
Hong Gun Park ◽  
Ho Jun Lee ◽  
Chang Soo Kim ◽  
Hyeon Jong Hwang

2013 ◽  
Vol 671-674 ◽  
pp. 1319-1323
Author(s):  
Zi Xue Lei ◽  
Yu Hang Han ◽  
San Sheng Dong ◽  
Jun Qing Guo

A centrally reinforced column is a new type of RC columns, formed by providing a reinforcement skeleton at the central part of the cross section of an ordinary RC column. Tests have shown that as compared with an ordinary RC column, this type of columns has a higher load carrying capacity and ductility. From the pushover analysis of a frame composed of ordinary RC columns and one consisting of centrally reinforced columns, their seismic performance under seismic load of 9-degree intensity was studied according to Chinese code, including target displacements, story-level displacements, interstory drifts, appearance and development of plastic hinges. The results indicate that although the dimensions of cross sections of columns in the frame with centrally reinforced columns are smaller than those of the ordinary frame, the former still has a higher overall load carrying capacity and seismic performance than the latter.


2012 ◽  
Vol 36 ◽  
pp. 325-336 ◽  
Author(s):  
Hong-Gun Park ◽  
Hyeon-Jong Hwang ◽  
Cheol-Ho Lee ◽  
Chang-Hee Park ◽  
Chang-Nam Lee

Author(s):  
Jeongjin Choi ◽  
◽  
Taehun Lee ◽  
Byeongjin Park ◽  
Kwanggun Rho ◽  
...  

2018 ◽  
Vol 126 ◽  
pp. 258-265 ◽  
Author(s):  
Raghabendra Yadav ◽  
Huihui Yuan ◽  
Baochun Chen ◽  
Zhibin Lian

2014 ◽  
Vol 578-579 ◽  
pp. 252-255
Author(s):  
Ya Feng Xu ◽  
Qian Chen ◽  
Pi Yuan Xu ◽  
Riyad S. Aboutaha

Composite concrete filled steel tubular (CFST) column is a new type of column having high ductility and high load-bearing capacity. In this paper, the finite element analysis software ABAQUS is used to study the seismic performance of 3D joint of composite CFST column and steel beam. The hysteretic curve and skeleton curve are obtained by changing the strength grade of the steel beam; calculate the energy dissipation ratio of the joint. The results show that the higher the beam’s steel strength the higher ultimate capacity of the joint in the constant axial load. But the full degree of hysteresis curve, energy dissipation and displacement ductility of the space joint decrease.


2014 ◽  
Vol 102 ◽  
pp. 204-216 ◽  
Author(s):  
Fangxin Hu ◽  
Gang Shi ◽  
Yu Bai ◽  
Yongjiu Shi

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