改装
抗震改造
无筋砌体房屋
地震分析
砖石建筑
土木工程
地震风险
生命周期成本分析
比例(比率)
弹性(材料科学)
工程类
建筑工程
可靠性工程
结构工程
地理
钢筋混凝土
地图学
物理
热力学
作者
Yuan Tian,Jingyi Ren,Zhen Xu,Mingzhu Qi
出处
期刊:Buildings
[MDPI AG]
日期:2023-02-10
卷期号:13 (2): 477-477
被引量:3
标识
DOI:10.3390/buildings13020477
摘要
To improve urban seismic resilience, a reasonable seismic retrofitting scheme for buildings is required. Urban cities contain a large number of buildings, making it challenging to precisely assess the seismic retrofitting benefits of each one. This paper proposes a cost–benefit assessment framework that takes into account seismic risk, seismic damage, retrofit costs, economic losses, and cost–benefit analyses for the city-scale seismic retrofitting of buildings. The proposed framework adopts readily available building parameters, including the number of stories, construction year, total height, structural type, floor area, and response spectrum for structural design. It makes use of empirical seismic retrofitting models and a newly developed story-level seismic loss assessment method combining the physical mechanism and empirical loss ratios. For city-scale cost–benefit analysis, the framework can strike a good balance between data accessibility, computational workload, level of result details, and result accuracy. It can adapt nimbly to earthquake-induced indirect losses and budgetary constraints on retrofitting. The analysis of 98,618 buildings in Xi’an city, China, is carried out. The findings indicate that, when potential indirect economic loss ratios of buildings are neglected, the retrofitting benefits of unreinforced masonry and old buildings are the most significant.
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