Multi-hazard vulnerability for single-walled full-assembled underground stations. (February 2023)
- Record Type:
- Journal Article
- Title:
- Multi-hazard vulnerability for single-walled full-assembled underground stations. (February 2023)
- Main Title:
- Multi-hazard vulnerability for single-walled full-assembled underground stations
- Authors:
- Qiu, Tong
Chen, Xiangsheng
Su, Dong
Zhang, Jiqing
Xu, Zhenyan - Abstract:
- Abstract: Full-assembled underground station (FUS) uses precast single-walled structure replacing traditional double-walled structure with overlapping diaphragm and exterior walls. The vulnerability of single-walled FUS against the urban multi-hazard factors is a critical unresolved problem. To fill this knowledge gap, this study proposed a single-walled FUS (FUS-1 W) multi-hazard vulnerability function for its first application in Shenzhen Metro. First, a full-scale test was performed on the precast single-walled structure. Second, multi-hazard finite element analysis (FEA) was performed for FUS-1 W and double-walled prefabricated underground station (PUS-2 W). Third, the vulnerability functions were constructed. The main conclusions include the following: (1) The test showed that the single-walled structure has significant performance recovery capability. (2) FEA results indicated multi-hazard effect was about 20 % higher than single-hazard. The deformation inclusiveness of FUS-1 W were twice of PUS-2 W in top and foundation zones, whereas it decreased to 50 % in structure zone. (3) The minor-damage probability of FUS-1 W were 23–36 % lower than that of PUS-2 W in top and foundation zones, whereas it was 28 % higher in structure zone. It is suggested that FUS-1 W be monitored to avoid aggravating damage and construction hazard should be closely monitored to alleviate the multi-hazard superposition effects. The research provide quantitative evaluation for the securityAbstract: Full-assembled underground station (FUS) uses precast single-walled structure replacing traditional double-walled structure with overlapping diaphragm and exterior walls. The vulnerability of single-walled FUS against the urban multi-hazard factors is a critical unresolved problem. To fill this knowledge gap, this study proposed a single-walled FUS (FUS-1 W) multi-hazard vulnerability function for its first application in Shenzhen Metro. First, a full-scale test was performed on the precast single-walled structure. Second, multi-hazard finite element analysis (FEA) was performed for FUS-1 W and double-walled prefabricated underground station (PUS-2 W). Third, the vulnerability functions were constructed. The main conclusions include the following: (1) The test showed that the single-walled structure has significant performance recovery capability. (2) FEA results indicated multi-hazard effect was about 20 % higher than single-hazard. The deformation inclusiveness of FUS-1 W were twice of PUS-2 W in top and foundation zones, whereas it decreased to 50 % in structure zone. (3) The minor-damage probability of FUS-1 W were 23–36 % lower than that of PUS-2 W in top and foundation zones, whereas it was 28 % higher in structure zone. It is suggested that FUS-1 W be monitored to avoid aggravating damage and construction hazard should be closely monitored to alleviate the multi-hazard superposition effects. The research provide quantitative evaluation for the security management of single-walled FUS and have important application value for the promotion of FUS. … (more)
- Is Part Of:
- Structures. Volume 48(2023)
- Journal:
- Structures
- Issue:
- Volume 48(2023)
- Issue Display:
- Volume 48, Issue 2023 (2023)
- Year:
- 2023
- Volume:
- 48
- Issue:
- 2023
- Issue Sort Value:
- 2023-0048-2023-0000
- Page Start:
- 602
- Page End:
- 615
- Publication Date:
- 2023-02
- Subjects:
- Full-assembled underground station -- Single-walled structure -- Single-/double-walled comparison -- Multi-hazard -- Vulnerability assessment
Structural engineering -- Periodicals
624.1 - Journal URLs:
- http://www.sciencedirect.com/science/journal/23520124 ↗
http://www.sciencedirect.com/ ↗ - DOI:
- 10.1016/j.istruc.2022.12.097 ↗
- Languages:
- English
- ISSNs:
- 2352-0124
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 26009.xml