Seismic Fragility Analysis of SRC Frame Structures

Author:

Zheng Shan Suo1,Li Wen Bo1,Li Qian2,Wang Fan2

Affiliation:

1. Xi’an University of Architecture and Technology

2. Xi'an University of Architecture and Technology

Abstract

With the rapid development and extensive application of SRC (steel reinforced concrete) frame structures, the study on seismic fragility of SRC structure under earthquakes seems rather important. The seismic fragility of the SRC frame structures is studied by the method of Incremental Dynamic Analysis (IDA) in this paper. IDA method is conducted on 9 storey SRC frame structure to obtain the IDA curves of this model. Meanwhile, the seismic fragility of the model is analyzed to get the fragility curve. The result shows that IDA can describe the quantitative relationship between the exceeding probability of different states and damage degree of the target.

Publisher

Trans Tech Publications, Ltd.

Reference4 articles.

1. Bertero VV. Strength and Deformation Capacities of Buildings under Extreme Environments. Pister K.S. Structural Engineering and Structural Mechanics, Englewood Cliffs, NJ: Prentice-Hall, 1977, pp.211-255.

2. Qian Li. Study and Application of Incremental Dynamic Analysis Method [D]. Xi'an University of Architecture and Technology, (2011), In Chinese.

3. Vamvatsikos D, Cornell CA. in: Earthquake Engineering and Structural Dynamics, 2002, 31(3), pp.491-514.

4. Building Structure Design Series Manual-Seismic Design Manual (The second edition) [M]. BEIJING: China Architecture and Building Press. (2002), In Chinese.

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