Home > Research > Publications & Outputs > Injury-Based Surrogate Resilience Measure

Links

Text available via DOI:

View graph of relations

Injury-Based Surrogate Resilience Measure: Assessing the Post-Crash Traffic Resilience of the Urban Roadway Tunnels

Research output: Contribution to Journal/MagazineJournal articlepeer-review

Published

Standard

Injury-Based Surrogate Resilience Measure: Assessing the Post-Crash Traffic Resilience of the Urban Roadway Tunnels. / Jiang, Chenming; He, Junliang; Zhu, Shengxue et al.
In: Sustainability, Vol. 15, No. 8, 6615, 13.04.2023.

Research output: Contribution to Journal/MagazineJournal articlepeer-review

Harvard

APA

Vancouver

Jiang C, He J, Zhu S, Zhang W, Li G, Xu W. Injury-Based Surrogate Resilience Measure: Assessing the Post-Crash Traffic Resilience of the Urban Roadway Tunnels. Sustainability. 2023 Apr 13;15(8):6615. doi: 10.3390/su15086615

Author

Bibtex

@article{d0ef6178b17e43cea8bdad2491e738f8,
title = "Injury-Based Surrogate Resilience Measure: Assessing the Post-Crash Traffic Resilience of the Urban Roadway Tunnels",
abstract = "Crash injuries not only result in huge property damages, physical distress, and loss of lives, but arouse a reduction in roadway capacity and delay the recovery progress of traffic to normality. To assess the resilience of post-crash tunnel traffic, two novel concepts, i.e., surrogate resilience measure (SRM) and injury-based resilience (IR), were proposed in this study. As a special kind of semi-closed infrastructure, urban tunnels are more vulnerable to traffic crashes and injuries than regular roadways. To assess the IR of the post-crash roadway tunnel traffic system, an over-one-year accident dataset comprising 8621 crashes in urban roadway tunnels in Shanghai, China was utilized. A total of 34 variables from 11 factors were selected to establish the IR assessment indicator system. Methodologically, to tackle the skewness issue in the dataset, a binary skewed logit (Scobit) model was found to be superior to a conventional logistic model and subsequently adopted for further analysis. The estimated results showed that 15 variables were identified to be significant in assessing the IR of the roadway tunnels in Shanghai. Finally, the formula for calculating the IR levels of post-crash traffic systems in tunnels was given and would be a helpful tool to mitigate potential trends in crash-related resilience deterioration. The findings of this study have implications for bridging the gap between conventional traffic safety research and system resilience modeling.",
keywords = "Article, surrogate resilience measure, injury-based resilience, urban roadway tunnels, skewed logit model, resilience assessment model",
author = "Chenming Jiang and Junliang He and Shengxue Zhu and Wenbo Zhang and Gen Li and Weikun Xu",
year = "2023",
month = apr,
day = "13",
doi = "10.3390/su15086615",
language = "English",
volume = "15",
journal = "Sustainability",
issn = "2071-1050",
publisher = "MDPI AG",
number = "8",

}

RIS

TY - JOUR

T1 - Injury-Based Surrogate Resilience Measure

T2 - Assessing the Post-Crash Traffic Resilience of the Urban Roadway Tunnels

AU - Jiang, Chenming

AU - He, Junliang

AU - Zhu, Shengxue

AU - Zhang, Wenbo

AU - Li, Gen

AU - Xu, Weikun

PY - 2023/4/13

Y1 - 2023/4/13

N2 - Crash injuries not only result in huge property damages, physical distress, and loss of lives, but arouse a reduction in roadway capacity and delay the recovery progress of traffic to normality. To assess the resilience of post-crash tunnel traffic, two novel concepts, i.e., surrogate resilience measure (SRM) and injury-based resilience (IR), were proposed in this study. As a special kind of semi-closed infrastructure, urban tunnels are more vulnerable to traffic crashes and injuries than regular roadways. To assess the IR of the post-crash roadway tunnel traffic system, an over-one-year accident dataset comprising 8621 crashes in urban roadway tunnels in Shanghai, China was utilized. A total of 34 variables from 11 factors were selected to establish the IR assessment indicator system. Methodologically, to tackle the skewness issue in the dataset, a binary skewed logit (Scobit) model was found to be superior to a conventional logistic model and subsequently adopted for further analysis. The estimated results showed that 15 variables were identified to be significant in assessing the IR of the roadway tunnels in Shanghai. Finally, the formula for calculating the IR levels of post-crash traffic systems in tunnels was given and would be a helpful tool to mitigate potential trends in crash-related resilience deterioration. The findings of this study have implications for bridging the gap between conventional traffic safety research and system resilience modeling.

AB - Crash injuries not only result in huge property damages, physical distress, and loss of lives, but arouse a reduction in roadway capacity and delay the recovery progress of traffic to normality. To assess the resilience of post-crash tunnel traffic, two novel concepts, i.e., surrogate resilience measure (SRM) and injury-based resilience (IR), were proposed in this study. As a special kind of semi-closed infrastructure, urban tunnels are more vulnerable to traffic crashes and injuries than regular roadways. To assess the IR of the post-crash roadway tunnel traffic system, an over-one-year accident dataset comprising 8621 crashes in urban roadway tunnels in Shanghai, China was utilized. A total of 34 variables from 11 factors were selected to establish the IR assessment indicator system. Methodologically, to tackle the skewness issue in the dataset, a binary skewed logit (Scobit) model was found to be superior to a conventional logistic model and subsequently adopted for further analysis. The estimated results showed that 15 variables were identified to be significant in assessing the IR of the roadway tunnels in Shanghai. Finally, the formula for calculating the IR levels of post-crash traffic systems in tunnels was given and would be a helpful tool to mitigate potential trends in crash-related resilience deterioration. The findings of this study have implications for bridging the gap between conventional traffic safety research and system resilience modeling.

KW - Article

KW - surrogate resilience measure

KW - injury-based resilience

KW - urban roadway tunnels

KW - skewed logit model

KW - resilience assessment model

U2 - 10.3390/su15086615

DO - 10.3390/su15086615

M3 - Journal article

VL - 15

JO - Sustainability

JF - Sustainability

SN - 2071-1050

IS - 8

M1 - 6615

ER -