A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Multi-hazard resilience assessment framework for prefabricated underground stations with a large-span roof structure
https://orcid.org/0000-0002-8443-509X
https://orcid.org/0000-0002-0880-579X
https://orcid.org/0000-0002-6175-6827
https://orcid.org/0000-0001-5447-0188
Highlights A framework is constructed for assessing PUS resilience with multi-hazard factors. Vulnerability function, experiment and FEA present the contact failure of the joint. Multi-hazard effect reveals schemes’ sensitivity and predicts an inclusive scheme. Combination of physical and community resilience builds a local resilient scheme. The final scheme accommodates the engineering and community.
Abstract 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.
Multi-hazard resilience assessment framework for prefabricated underground stations with a large-span roof structure
https://orcid.org/0000-0002-8443-509X
https://orcid.org/0000-0002-0880-579X
https://orcid.org/0000-0002-6175-6827
https://orcid.org/0000-0001-5447-0188
Highlights A framework is constructed for assessing PUS resilience with multi-hazard factors. Vulnerability function, experiment and FEA present the contact failure of the joint. Multi-hazard effect reveals schemes’ sensitivity and predicts an inclusive scheme. Combination of physical and community resilience builds a local resilient scheme. The final scheme accommodates the engineering and community.
Abstract 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.
Multi-hazard resilience assessment framework for prefabricated underground stations with a large-span roof structure
https://orcid.org/0000-0002-8443-509X
https://orcid.org/0000-0002-0880-579X
https://orcid.org/0000-0002-6175-6827
https://orcid.org/0000-0001-5447-0188
Highlights A framework is constructed for assessing PUS resilience with multi-hazard factors. Vulnerability function, experiment and FEA present the contact failure of the joint. Multi-hazard effect reveals schemes’ sensitivity and predicts an inclusive scheme. Combination of physical and community resilience builds a local resilient scheme. The final scheme accommodates the engineering and community.
Abstract 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.
Multi-hazard resilience assessment framework for prefabricated underground stations with a large-span roof structure
Qiu, Tong (author) / Chen, Xiangsheng (author) / Chen, Kunyang (author) / Su, Dong (author) / Shen, Jun (author) / Wang, Lei (author) / Zheng, Zhenji (author)
2022-09-08
Article (Journal)
Electronic Resource
English