Failure mode of deteriorated concrete tunnel sections under subsidence and localised shear-Reference-Cited by-同舟云学术

Failure mode of deteriorated concrete tunnel sections under subsidence and localised shear

Published:2021-09-03 Issue: Volume: Page:1-15
ISSN:0965-0911
Container-title:Proceedings of the Institution of Civil Engineers - Structures and Buildings
language:en
Short-container-title:Proceedings of the Institution of Civil Engineers - Structures and Buildings

Author:

Aoki Hiroaki¹^ORCID,Fan Shu²^ORCID,Yamanoi Yuto³^ORCID,Ren Mingqian⁴^ORCID,Takahashi Hideaki⁵^ORCID,Maekawa Koichi⁶^ORCID

Affiliation:

1. PhD candidate, Department of Civil Engineering, Yokohama National University, Yokohama, Japan; Engineer, Tokyo Electric Power Services Co., Division of PS Engineering Solution, Tokyo, Japan

2. Graduated student, Department of Civil Engineering, Yokohama National University, Yokohama, Japan

3. Former Graduate student, Department of Civil Engineering, Yokohama National University, Yokohama, Japan; Researcher, Central Research Institution of Electric Power Industry, Structural Engineering Sector, Chiba, Japan

4. Engineer, Tokyo Electric Power Services Co., Division of PS Engineering Solution, Tokyo, Japan

5. Manager, Tokyo Electric Power Services Co., Division of PS Engineering Solution, Tokyo, Japan

6. Professor Emeritus, The University of Tokyo, Tokyo, Japan; Professor, Department of Civil Engineering, Yokohama National University, Yokohama, Japan (corresponding author: )

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jstbu.20.00150

Reference24 articles.

1. Effects of deep excavation on seismic vulnerability of existing reinforced concrete framed structures

2. Probabilistic analysis of excavation-induced damages to existing structures

3. Effects of the axial force eccentricity on the time-variant structural reliability of aging r.c. cross-sections subjected to chloride-induced corrosion

4. Safety formats for non-linear finite element analysis of reinforced concrete structures: discussion, comparison and proposals

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