Sensitivity analysis of structural health risk in operational tunnels

During the operation of metro tunnels, structural performance could inevitably degrade due to the combined effects of the stochastic and disadvantageous environment. In order to reduce the randomness and uncertainty underlying the structural safety risk analysis in operational tunnels, this paper de...

Full description

Saved in:
Bibliographic Details
Main Authors: Liu, Wenli, Wu, Xianguo, Zhang, Limao, Wang, Yanyu, Teng, Jiaying
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2020
Subjects:
Online Access:https://hdl.handle.net/10356/138377
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Nanyang Technological University
Language: English
id sg-ntu-dr.10356-138377
record_format dspace
spelling sg-ntu-dr.10356-1383772020-05-05T06:36:30Z Sensitivity analysis of structural health risk in operational tunnels Liu, Wenli Wu, Xianguo Zhang, Limao Wang, Yanyu Teng, Jiaying School of Civil and Environmental Engineering Engineering::Civil engineering Global Sensitivity Analysis Structural Safety Risk During the operation of metro tunnels, structural performance could inevitably degrade due to the combined effects of the stochastic and disadvantageous environment. In order to reduce the randomness and uncertainty underlying the structural safety risk analysis in operational tunnels, this paper develops a novel hybrid approach to perform global sensitivity analysis. The deterministic and stochastic finite element (FE) model is used to develop the approximate relationship between input and output parameters with a high level of accuracy. Based on the simulated data from an FE model, a meta-model is constructed by a built Particle Swarm Optimization-Least Square Support Vector Machine (PSO-LSSVM) model. In this research, 10,000 groups of data are generated by the built PSO-LSSVM model, which provides data support for the global sensitivity analysis through Extended Fourier Amplitude Sensitivity Test (EFAST). The input variables with a high global sensitivity are identified as crucial variables which should be well controlled and managed during tunnel operation. A Hankou-Fanhu (H-F) tunnel section in the Wuhan metro system is utilized as a case study to verify the applicability of the proposed approach. Global sensitivity analysis enables the reduction of the epistemic uncertainty in tunnel structural safety management, providing insight into a better understanding of (1) the input-output causal relationships of the structural safety risk in operational tunnels, (2) the reduction of the epistemic uncertainty in project safety management of operational tunnels. 2020-05-05T06:36:30Z 2020-05-05T06:36:30Z 2018 Journal Article Liu, W., Wu, X., Zhang, L., Wang, Y., & Teng, J. (2018). Sensitivity analysis of structural health risk in operational tunnels. Automation in Construction, 94, 135-153. doi:10.1016/j.autcon.2018.06.008 0926-5805 https://hdl.handle.net/10356/138377 10.1016/j.autcon.2018.06.008 2-s2.0-85049320567 94 135 153 en Automation in Construction © 2018 Elsevier B.V. All rights reserved. This paper was published in Automation in Construction and is made available with permission of Elsevier B.V.
institution Nanyang Technological University
building NTU Library
country Singapore
collection DR-NTU
language English
topic Engineering::Civil engineering
Global Sensitivity Analysis
Structural Safety Risk
spellingShingle Engineering::Civil engineering
Global Sensitivity Analysis
Structural Safety Risk
Liu, Wenli
Wu, Xianguo
Zhang, Limao
Wang, Yanyu
Teng, Jiaying
Sensitivity analysis of structural health risk in operational tunnels
description During the operation of metro tunnels, structural performance could inevitably degrade due to the combined effects of the stochastic and disadvantageous environment. In order to reduce the randomness and uncertainty underlying the structural safety risk analysis in operational tunnels, this paper develops a novel hybrid approach to perform global sensitivity analysis. The deterministic and stochastic finite element (FE) model is used to develop the approximate relationship between input and output parameters with a high level of accuracy. Based on the simulated data from an FE model, a meta-model is constructed by a built Particle Swarm Optimization-Least Square Support Vector Machine (PSO-LSSVM) model. In this research, 10,000 groups of data are generated by the built PSO-LSSVM model, which provides data support for the global sensitivity analysis through Extended Fourier Amplitude Sensitivity Test (EFAST). The input variables with a high global sensitivity are identified as crucial variables which should be well controlled and managed during tunnel operation. A Hankou-Fanhu (H-F) tunnel section in the Wuhan metro system is utilized as a case study to verify the applicability of the proposed approach. Global sensitivity analysis enables the reduction of the epistemic uncertainty in tunnel structural safety management, providing insight into a better understanding of (1) the input-output causal relationships of the structural safety risk in operational tunnels, (2) the reduction of the epistemic uncertainty in project safety management of operational tunnels.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Liu, Wenli
Wu, Xianguo
Zhang, Limao
Wang, Yanyu
Teng, Jiaying
format Article
author Liu, Wenli
Wu, Xianguo
Zhang, Limao
Wang, Yanyu
Teng, Jiaying
author_sort Liu, Wenli
title Sensitivity analysis of structural health risk in operational tunnels
title_short Sensitivity analysis of structural health risk in operational tunnels
title_full Sensitivity analysis of structural health risk in operational tunnels
title_fullStr Sensitivity analysis of structural health risk in operational tunnels
title_full_unstemmed Sensitivity analysis of structural health risk in operational tunnels
title_sort sensitivity analysis of structural health risk in operational tunnels
publishDate 2020
url https://hdl.handle.net/10356/138377
_version_ 1681059230366302208