ANALYSIS OF FAILURE DEPENDENCIES OF THE RC FRAME STRUCTURES BASED ON THE METHOD OF STATIC ELASTOPLASTICITY

Zhu Junfeng; Huo Da; Wang Dongwei

doi:10.13204/j.gyjz200702005

Volume 37 Issue 2

Dec. 2014

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Zhu Junfeng, Huo Da, Wang Dongwei. ANALYSIS OF FAILURE DEPENDENCIES OF THE RC FRAME STRUCTURES BASED ON THE METHOD OF STATIC ELASTOPLASTICITY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 17-21,27. doi: 10.13204/j.gyjz200702005

Citation:

Zhu Junfeng, Huo Da, Wang Dongwei. ANALYSIS OF FAILURE DEPENDENCIES OF THE RC FRAME STRUCTURES BASED ON THE METHOD OF STATIC ELASTOPLASTICITY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 17-21,27. doi: 10.13204/j.gyjz200702005

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ANALYSIS OF FAILURE DEPENDENCIES OF THE RC FRAME STRUCTURES BASED ON THE METHOD OF STATIC ELASTOPLASTICITY

doi: 10.13204/j.gyjz200702005

1.
1 College of Architecture and Civil Engineering,Beijing University of Technology Beijing 100022;
2.
2 College of Civil Engineering,Zhengzhou University Zhengzhou 450002

Received Date: 2005-12-20
Publish Date: 2007-02-20

Abstract

Abstract

Reliability of system is an important index that evaluates holistic performance of structures. During the calculation of reliability of system, failure dependency of the components or the sections is one of the key problems that need solutions. Based on the method of static elastoplasticity, the failure dependency problem of RC frame structures studied under small and strong earthquakes. The conclusion validated that failure of beam constraints statistically independent under small earthquakes. On the basis of research achievements under small earthquakes, some failure dependency rules of beam and column are obtained under strong earthquakes.
- static elastoplasticity,
- failure dependency,
- reliability of system,
- frame structure