Freeway Incident Duration Estimation and Temporal Instability Analysis Using Correlated Random Parameter Hazard-Based Model with Heterogeneity in Means and Variances

dc.contributor.author	Li, Gen
dc.contributor.author	Xie, Xun
dc.contributor.author	Yao, Zhihong
dc.contributor.author	Du, Shuxin
dc.contributor.author	Jiang, Chenming
dc.contributor.author	Cai, Jing
dc.contributor.author	Wu, Lan
dc.date.accessioned	2026-08-20T21:15:18Z
dc.date.available	2026-08-20T21:15:18Z
dc.date.copyright	2025/07/10
dc.date.issued	2025
dc.identifier.other	AJRUA6.RUENG-1444.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4314186
dc.description.abstract	AbstractExcessive freeway incident duration may increase the risk of secondary incidents or lead to other uncertainties. Investigation of the influence of various factors on freeway incident duration is crucial for reducing such risks and uncertainties. ...
dc.publisher	American Society of Civil Engineers
dc.title	Freeway Incident Duration Estimation and Temporal Instability Analysis Using Correlated Random Parameter Hazard-Based Model with Heterogeneity in Means and Variances
dc.type	Journal Article
dc.journal.volume	11
dc.journal.issue	3
dc.journal.title	ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
dc.identifier.doi	10.1061/AJRUA6.RUENG-1444
dc.journal.fristpage	04025050-1
dc.journal.lastpage	04025050-13
dc.page	13
dc.tree	ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 003
dc.contenttype	Fulltext