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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

Front. Struct. Civ. Eng.  2009, Vol. 3 Issue (4): 364-369   https://doi.org/10.1007/s11709-009-0061-y
  Research articles 本期目录
Numerical simulation and analysis for collapse responses of RC frame structures under earthquake
Numerical simulation and analysis for collapse responses of RC frame structures under earthquake
Fuwen ZHANG,Xilin LU,Chao YIN,
State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China;
 全文: PDF(256 KB)  
Abstract:In this paper, a discrete element model for collapse simulation of RC frame structure is constructed by discretizing the structure into a few elements and spring groups. This model introduces special hysteretic models of connected springs for arbitrary loading path and also takes into account reasonable failure criteria for springs considering coupling effect of shear and axial force. Based on the discrete element model, a computer program is developed to simulate the whole process of RC frame structures from initial state to collapse under earthquakes. Particularly, the contact-impact problem between discrete elements has been treated with effective measures. Then, the program is employed to study the collapse mechanism of a real building in Wenchuan earthquake-hit area; the result of which shows that the simulation program developed based on the new model can realistically simulate the seismic collapse process of RC frame structures.
Key wordsdiscrete element method    failure criteria    contact-impact    simulation program
出版日期: 2009-12-05
 引用本文:   
. Numerical simulation and analysis for collapse responses of RC frame structures under earthquake[J]. Front. Struct. Civ. Eng., 2009, 3(4): 364-369.
Fuwen ZHANG, Xilin LU, Chao YIN, . Numerical simulation and analysis for collapse responses of RC frame structures under earthquake. Front. Struct. Civ. Eng., 2009, 3(4): 364-369.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-009-0061-y
https://academic.hep.com.cn/fsce/CN/Y2009/V3/I4/364
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