An algorithm was developed to simulate the progressive seismic damage evolution of all components in a reinforced concrete (RC) structure. Using the algorithm, a damage cloud chart of the whole structure and the damage evolution process and responses of each component can be obtained and monitored during a seismic damage simulation. The algorithm was applied to simulate the progressive damage evolution of an existing RC frame building under dynamic acceleration loading. The seismic damage evolution rates of different components in the structure were found to be completely different. This shows that analysing the seismic damage evolution of all components together is more important than analysing individual components to understand the seismic damage mechanisms of RC structures.
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February 2021
Research Article|
June 17 2019
Damage simulation algorithm for reinforced concrete structures under seismic loading Available to Purchase
Bin Sun
Bin Sun
Assistant Professor, Department of Engineering Mechanics, Jiangsu Key Laboratory of Engineering Mechanics, Southeast University, Nanjing, China (binsun@seu.edu.cn)
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Publisher: Emerald Publishing
Received:
October 31 2018
Accepted:
March 20 2019
Online ISSN: 1751-7702
Print ISSN: 0965-0911
ICE Publishing: All rights reserved
2019
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2021) 174 (2): 91–98.
Article history
Received:
October 31 2018
Accepted:
March 20 2019
Citation
Sun B (2021), "Damage simulation algorithm for reinforced concrete structures under seismic loading". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 174 No. 2 pp. 91–98, doi: https://doi.org/10.1680/jstbu.18.00205
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