Comprehensive Method of Seismic Damage Assessment of Reinforced Concrete Structures Based on CPM

Abstract:

In order to improve the accuracy of earthquake damage assessment of reinforced concrete structure, the earthquake damage assessment mutation model and four-dimensional model of seismic damage analysis are established using catastrophe theory. Firstly, internal damage index, number of inelastic cycles, maximum inter-storey drift and energy-concentrated quotient were taken as evaluation factors. Value assignment and standardization of each evaluation index is conducted. The appropriate mutation model is selected to calculate the total mutation value of seismic damage and comparison with the evaluation criteria of seismic damage of reinforced concrete structure, the extent of structural damage is differentiated. Secondly, comprehensive consideration of people's initiative and non-linear characteristics of the system, a four-dimensional seismic damage analysis model is build based on the mutation assessment of earthquake damage. Finally, four different structures are calculated and the results are compared with the ones of variable fuzzy set theory, set-pair theory to verify the reasonableness and effectiveness of the method.

• Periodical: Applied Mechanics and Materials (Volumes 166-169)
• Pages: 2304-2308
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.166-169.2304
• Online since: May 2012
• Authors: Chao Feng Liu, Jing Yu Su, Xiao Dong Guo, Wei Wang
• Keywords: Catastrophe Progression Method (CPM), Evaluation Index, Maximum Story Drift Angle, Reinforced Concrete Structure, Seismic Damage

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