Performance evaluation and repair strategy of seismic damages to RC structures based on residual deformation

被引:3
|
作者
Cheng, Shitao [1 ]
He, Haoxiang [1 ]
Chen, Yifei [1 ]
机构
[1] Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing, Peoples R China
基金
中国国家自然科学基金; 国家重点研发计划;
关键词
Buildings; seismic vulnerability; damaged structures; repairs; strengthening; damage assessment; residual displacement; energy dissipation; FRAME STRUCTURES; CONCRETE; STRENGTH; DISPLACEMENT; EARTHQUAKE; BUILDINGS; RETROFIT; COLUMNS; MEMBERS; DESIGN;
D O I
10.1080/15732479.2023.2191970
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
According to the measured responses to accurately evaluate the seismic damage of structural members can provide suggestions for the repair of damaged structures. In view of the bottleneck problem that the measurable information of structures is limited and the seismic performance of repaired structures is difficult to evaluate, this study established the relationship between the end curvature and the top displacement of members, and discussed the internal relationship of residual displacement, deformation, curvature and damage indexes. From the perspective of energy, a damage evaluation model based on elastic-plastic energy dissipation ratio (EPEDR) is proposed. Considering the deficiency that the repair process is difficult to simulate, a simulation method of damaged structures repair is established. Taken an RC frame structure as an example, selected different damage indexes to quantify the damage of members, and carried out rapid repair analysis according to the damage quantification results and repair strategies. In addition, seismic vulnerability analysis of the repaired damaged structure is performed. The analysis results proved the rapid repair can effectively improve structural performance, and according to residual deformation to guide the repair have the best enhancement effect. Compared with the member-selective repair strategy, the layer-selective repair strategy has a better repair effect.
引用
收藏
页码:129 / 147
页数:19
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