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2013 (Vol. 6, Issue: 11)
Article Information:

Response Analysis for Steel Reinforced Concrete Frame Structures under Earthquake Load

Hua Wei, Jiye Zhang and Haijun Wang
Corresponding Author:  Haijun Wang 

Key words:  Analysis of elasto-plastic response, frame structure, interbedded displacement angle, plastic hinge, steel reinforced concrete, ,
Vol. 6 , (11): 1902-1905
Submitted Accepted Published
September 22, 2012 January 17, 2013 July 25, 2013

In order to understand the whole process of the steel reinforced concrete frame structure from elastic to elasto-plastic cracking gradually, damage until the collapse, the elasto-plastic finite element analysis theory and ETABS structural analysis software were used, then the spatial three-dimensional truss system model of frame structures was established. Based on the analysis of the elasto-plastic response for the frame structure under one-dimensional and two-dimensional earthquake load, the interbedded displacement angle-time curve and horizontal displacement-time curve were obtained. Through the analysis of the model, the sequence of appearance of plastic hinges in the frame structure under earthquake load was cleared and the weak location of the frame structure was detected.
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  Cite this Reference:
Hua Wei, Jiye Zhang and Haijun Wang, 2013. Response Analysis for Steel Reinforced Concrete Frame Structures under Earthquake Load.  Research Journal of Applied Sciences, Engineering and Technology, 6(11): 1902-1905.
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ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
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