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《Earthquake Engineering and Engineering Vibration》 2005-01
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Complete pushover analysis of RC frame structures

Chong Xun~(1,2 ), Meng Shaoping~(1) (1.College of Civil Engineering, Southeast University, Nanjing 210018, China; 2.College of Civil Engineering, Hefei University of Technology, Hefei 230009, China)  
In the traditional pushover analysis of RC structures, character parameters in the force-deformation relation of the plastic hinges are usually computed based on the initial dimensions of the members, and limitation of deformation, such as the extreme curvature, is not defined. This constitutive relation is not able to represent the whole response process of the members exactly. In this research, numerical method was used to analyze the change in strength of members with flexures and axial force after spalling of cover concrete and effect of transverse reinforcement on their strength and ductility. Based on analysis above, complete pushover analysis of a PRC frame was operated. The result seems to indicate that this complete pushover analysis is more reasonable as it can reflect the whole process of the structure from initial loading to damage.
【Fund】: 江苏省自然科学基金项目(BK2001011)
【CateGory Index】: TU375.4
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