Time-variant probabilistic random degradation model on flexural capacity of road tunnel linings-Reference-Cited by-同舟云学术

Time-variant probabilistic random degradation model on flexural capacity of road tunnel linings

Published:2020-08-06 Issue:9 Volume:17 Page:1175-1193
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Han Xingbo¹,Gao Kang²,Ye Fei¹,Han Xin¹

Affiliation:

1. School of Highway Engineering, Chang’an University, Xi’an, China

2. School of Civil and Environmental Engineering, The University of New South Wales, Sydney, Australia

Funder

the Natural Science Foundation of China

Fundamental Research Funds for the Central Universities, CHD.

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2020.1801766

Reference49 articles.

1. Mechanical Behavior of RC and SFRC Precast Tunnel Lining Segments under Chloride Ions Exposure

2. Mechanical Performance of RC and SFRC Precast Tunnel Lining Segments: A Case Study

3. Probabilistic degradation modelling of circular tunnels assembled from segmental linings

4. Effect of degree of corrosion on the properties of reinforcing steel bars

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Investigating mechanical characteristics of novel precast segmental lining using experimental and numerical methods;Tunnelling and Underground Space Technology;2023-10

2. Structural performance of corroded precast concrete tunnel lining;Tunnelling and Underground Space Technology;2022-10