Notice of Retraction: Nonlinear finite element analysis of exterior RC column-to-steel beam connection

Author(s):  
Hong-Xia ◽  
Qiang Gu
2010 ◽  
Vol 163-167 ◽  
pp. 1495-1499
Author(s):  
Feng Ge Li ◽  
Gen Tian Zhao ◽  
Feng Yun Li

Based on experiment of two mixed frame with SRC columns and steel beam under low-reversed cyclic loading, hysteresis behavior, ductility, energy dissipation are studied. The test results show that the mixed frame with SRC columns has better seismic performance. The nonlinear finite element analysis on the seismic behavior of the frame specimen was conducted using Openness developed by the Pacific Earthquake Engineering Research (PEER) Center. The calculated results are much coincided with the tested results.


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