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Damage Assessment of Reinforced Concrete Structures through Damage Indices:A State-of-the-Art Review 被引量:2

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摘要 Due to the developments of computer science and technology in recent years,computer models and numerical simulations for large and complicated structures can be done.Among the vast information and results obtained from the analysis and simulations,the damage performance is of great importance since this damage might cause enormous losses for society and humanity,notably in cases of severe damage occurring.One of the most effective tools to handle the results about the damage performance of the structure is the damage index(DI)together with the damage states,which are used to correlate the damage indices with the damage that occurred in the actual structures.Numbers of damage indices proposed and developed rely on the fact that the damage causes noticeable changes in the structural and dynamic properties of the structural components or the whole structure.Therefore,this study presents a comprehensive review of the damage assessment of Reinforced Concrete(RC)structures.It presents step by step the development of the damage indices that are most widely used to estimate the performance of structural components in the structure and subsequently assess the damage degree of such these structures either based on the structural properties or dynamic properties of the structure.Also,several damage states have been introduced to estimate the performance level of the structure.Finally,case studies,methodologies,and applications on the damage assessment of RC structures are reviewed and presented.
出处 《Computer Modeling in Engineering & Sciences》 SCIE EI 2021年第9期849-874,共26页 工程与科学中的计算机建模(英文)
基金 This work was supported by the National Natural Science Foundation of China(Grant No.52078361) the Innovation Program of the Shanghai Municipal Education Commission(Grant No.2017-01-07-00-07-E00006).
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  • 1程光煜,叶列平.弹性多自由度系统地震输入能量的研究[J].工程抗震与加固改造,2006,28(4):6-9. 被引量:13
  • 2程光煜,叶列平.弹性SDOF系统的地震输入能量谱[J].工程抗震与加固改造,2006,28(5):1-8. 被引量:12
  • 3程光煜,叶列平.弹塑性SDOF系统累积滞回耗能谱[J].工程抗震与加固改造,2007,29(2):1-7. 被引量:12
  • 4秋山宏.基于能量平衡的建筑结构抗震设计[M].北京:清华大学出版社,2010:80-97.
  • 5Y.J. Park, H. S. Ang. Seismic Damage Analysis of Reinforced Concrete Buildings [ J]. Journal of Structure Engineering, ASCE, 1985, 111 (4): 740~757
  • 6R. D Bertero, V. V. Bertero. Performance-based Seismic Engineering: the Need for Reliable Conceptual Comprehensive Approach [J]. Earthquake Eng. Stru Dyn. 2002, 31:627~ 652
  • 7Dawn E. Lehman, Jack P. Moehle. Seismic Performance of Well-Confined Concrete Bridge Columns [ R]. University of California, Berkeley, PEER Report: 98-01
  • 8Y.J. Park, H. S. Ang. Mechanistic Seismic Damage Model for Reinforced Conerete[ J]. Joumal of Structure Engineering, ASCE. 1985, 111 (4): 722~739
  • 9M.S. Williams, R. G. Sexsmith. Seismic Damage Indices for Concrete Structures: A State-of-Art Revietw [J]. Earthquake Spectra, 1995, 11 (3): 320~349
  • 10S.K.K. Kunnath. Cumulative Seismic Damage of Reinforced Concrete Bridege Piers [ R ]. University at Buffalo,State University of New York, NCEER Report: 97-0006

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