Utilizing Advanced Modelling for Fire Damage Assessment of Reinforced Concrete Tunnel Linings-Reference-Cited by-同舟云学术

Utilizing Advanced Modelling for Fire Damage Assessment of Reinforced Concrete Tunnel Linings

Published:2023-02-22 Issue:4 Volume:33 Page:586-595
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Hua Nan¹,Elhami Khorasani Negar^ORCID,Tessari Anthony²

Affiliation:

1. Mott Macdonald, Los Angeles, USA

2. Department of Civil, Structural and Environmental Engineering, University at Buffalo, Buffalo, USA

Funder

CAIT Region 2 UTC Consortium

Institute of Bridge Engineering

University at Buffalo

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10168664.2022.2161440

Reference44 articles.

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2. Fire resistance of fibre-reinforced, reinforced and prestressed concrete;Kusterle W;Bundesministerium für verkher, innovation und technologie,2004

3. Guerrieri M, Fragomeni S, Sanabria C, Lee W, Pazmino E. Australian large scale structural fire test facility for concrete tunnel linings. 6th international workshop on concrete spalling due to fire exposure. Sheffield, United Kingdom; 2019.

4. Structural Fire Safety of Circular Concrete Railroad Tunnel Linings

5. Experimental investigation of reinforced concrete and hybrid fibre reinforced concrete shield tunnel segments subjected to elevated temperature

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