Multi-hazard resilience assessment framework for prefabricated underground stations with a large-span roof structure

被引:11
|
作者
Qiu, Tong [1 ]
Chen, Xiangsheng [1 ]
Chen, Kunyang [1 ]
Su, Dong [1 ]
Shen, Jun [1 ]
Wang, Lei [1 ]
Zheng, Zhenji [1 ]
机构
[1] Shenzhen Univ, Coll Civil & Transportat Engn, Shenzhen, Peoples R China
关键词
Prefabricated underground station; Large -span roof structure; Assembled joint; Resilience; Emergency restoration; Multi; -hazard; INFRASTRUCTURE RESILIENCE; CIRCULAR TUNNEL; SUBWAY STATION; DISASTERS; MECHANISM; NETWORKS; RECOVERY; SYSTEMS; METRICS; SHIELD;
D O I
10.1016/j.tust.2022.104750
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Prefabricated underground stations (PUSs) have been gradually applied as a new approach to urban low-carbon development; however, safe service for the city over the entire PUS life cycle remains a crucial issue. This study therefore investigates the resilience of PUSs with a large-span roof structure in multi-hazard urban environments. A joint vulnerability function is established to represent the PUS physical resilience, and a restorability function is established to represent the local community resilience. The physical resilience and community resilience are integrated to construct a PUS resilience assessment framework (PUS-RAF). The results indicates that: (1) the vulnerability function, experiment and FEA jointly present the PUS assembled joints' contact failure mode; (2) multi-hazard resilience assessment reveals the inherent sensitivity of PUS schemes (3) PUS-RAF predicts a joint scheme highly inclusive of multi-hazard factor; (4) the final PUS scheme accommodates the engineering and community. The PUS-RAF thus provides a practical assessment tool and application value for PUS resilience in multi-hazard environment.
引用
收藏
页数:19
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