Probabilistic Seismic Demand Models of Circular Tunnels Subjected to Horizontal Ground Motions Based on 2D Dynamic Analyses: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Probabilistic Seismic Demand Models of Circular Tunnels Subjected to Horizontal Ground Motions Based on 2D Dynamic Analyses

Zhu, Jingzhou / Zhao, Guochen / Xu, Longjun / Li, Shuang

This paper develops the probabilistic seismic demand models of circular tunnels under the transversal seismic load. The uncertainties of ground motion, soil profile, tunnel depth, and lining size are considered. Since the quasi-static analyses may significantly underestimate the seismic responses of tunnels, the results of dynamic numerical analyses are adopted to construct probabilistic models that are more accurate. The constructed model is unbiased and can facilitate the fragility analysis of tunnels. As a demonstration, the proposed probabilistic models are used to estimate the seismic fragility curves of a particular tunnel.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Probabilistic Seismic Demand Models of Circular Tunnels Subjected to Horizontal Ground Motions Based on 2D Dynamic Analyses

Zhu, Jingzhou / Zhao, Guochen / Xu, Longjun / Li, Shuang

This paper develops the probabilistic seismic demand models of circular tunnels under the transversal seismic load. The uncertainties of ground motion, soil profile, tunnel depth, and lining size are considered. Since the quasi-static analyses may significantly underestimate the seismic responses of tunnels, the results of dynamic numerical analyses are adopted to construct probabilistic models that are more accurate. The constructed model is unbiased and can facilitate the fragility analysis of tunnels. As a demonstration, the proposed probabilistic models are used to estimate the seismic fragility curves of a particular tunnel.

Probabilistic Seismic Demand Models of Circular Tunnels Subjected to Horizontal Ground Motions Based on 2D Dynamic Analyses

Zhu, Jingzhou / Zhao, Guochen / Xu, Longjun / Li, Shuang

This paper develops the probabilistic seismic demand models of circular tunnels under the transversal seismic load. The uncertainties of ground motion, soil profile, tunnel depth, and lining size are considered. Since the quasi-static analyses may significantly underestimate the seismic responses of tunnels, the results of dynamic numerical analyses are adopted to construct probabilistic models that are more accurate. The constructed model is unbiased and can facilitate the fragility analysis of tunnels. As a demonstration, the proposed probabilistic models are used to estimate the seismic fragility curves of a particular tunnel.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Probabilistic Seismic Demand Models of Circular Tunnels Subjected to Horizontal Ground Motions Based on 2D Dynamic Analyses

Contributors:

Zhu, Jingzhou (author) / Zhao, Guochen (author) / Xu, Longjun (author) / Li, Shuang (author)

Published in:

Journal of Earthquake Engineering ; 27 ; 4739-4760

Publication date:

2023-12-10

Size:

22 pages

ISSN:

1363-2469 , 1559-808X

DOI:

https://doi.org/10.1080/13632469.2023.2192300

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

Unknown

Keywords:

Circular tunnel , seismic demand , probabilistic model , uniform design , dynamic numerical simulation

Similar titles

Probabilistic seismic demand models for circular tunnels subjected to transversal seismic load

Zhao, Guochen / Gardoni, Paolo / Xu, Longjun et al. | Elsevier | 2022

One-dimensional wave equation analyses for pile responses subjected to seismic horizontal ground motions

Chang, D. W. / Cheng, S. H. / Wang, Y. L. | British Library Online Contents | 2014

Optimal Intensity Measures in Probabilistic Seismic Demand Models of Cable-Stayed Bridges Subjected to Pulse-Like Ground Motions

Zhong, Jian / Jeon, Jong-Su / Shao, Ya-Hui et al. | ASCE | 2018

Optimal Intensity Measures in Probabilistic Seismic Demand Models of Cable-Stayed Bridges Subjected to Pulse-Like Ground Motions

Zhong, Jian / Jeon, Jong-Su / Shao, Ya-Hui et al. | British Library Online Contents | 2019

Seismic vulnerability of shallow tunnels subjected to far-field long-period ground motions

Cabangon, Lowell Tan / Elia, Gaetano / Rouainia, Mohamed et al. | Elsevier | 2023