QQ客服 官方微博 反馈留言

	Prediction of bridge maximum load effects under growing traffic using non-stationary bayesian method
	Yu, Y; Cai, CS; He, W; Peng, H
刊名	ENGINEERING STRUCTURES
	2019
卷号	Vol.185页码:171-183
关键词	Bridge traffic load effect Non-stationary extreme value analysis Traffic growth Bayesian inference
ISSN号	0141-0296
URL标识	查看原文
公开日期	[db:dc_date_available]
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/4734300
专题	湖南大学
作者单位	1.Louisiana State Univ, Dept Civil & Environm Engn, Baton Rouge, LA 70803 USA 2.Hunan Univ, Coll Civil Engn, Changsha 410082, Hunan, Peoples R China 3.Changsha Univ Sci & Technol, Sch Civil Engn & Architecture, Changsha 410004, Hunan, P
推荐引用方式 GB/T 7714	Yu, Y,Cai, CS,He, W,et al. Prediction of bridge maximum load effects under growing traffic using non-stationary bayesian method[J]. ENGINEERING STRUCTURES,2019,Vol.185:171-183.
APA	Yu, Y,Cai, CS,He, W,&Peng, H.(2019).Prediction of bridge maximum load effects under growing traffic using non-stationary bayesian method.ENGINEERING STRUCTURES,Vol.185,171-183.
MLA	Yu, Y,et al."Prediction of bridge maximum load effects under growing traffic using non-stationary bayesian method".ENGINEERING STRUCTURES Vol.185(2019):171-183.

个性服务

查看访问统计

相关权益政策

暂无数据

收藏/分享

除非特别说明，本系统中所有内容都受版权保护，并保留所有权利。