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	TIME-DEPENDENT SEISMIC FRAGILITY ANALYSIS OF HIGH PIER BRIDGE BASED ON CHLORIDE ION INDUCED CORROSION
	Li, Li-Feng; Wu, Wen-Peng; Hu, Si-Cong; Liu, Shou-Miao
刊名	Engineering Mechanics
	2016
卷号	Vol.33 No.1页码:163-170
关键词	bridge engineering earthquake time-dependent fragility analysis fragility curve chloride ion induced corrosion
ISSN号	1000-4750
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/6076247
专题	湖南大学
作者单位	1.College of Civil Engineering, Hunan University, Changsha 2.410082, China
推荐引用方式 GB/T 7714	Li, Li-Feng,Wu, Wen-Peng,Hu, Si-Cong,et al. TIME-DEPENDENT SEISMIC FRAGILITY ANALYSIS OF HIGH PIER BRIDGE BASED ON CHLORIDE ION INDUCED CORROSION[J]. Engineering Mechanics,2016,Vol.33 No.1:163-170.
APA	Li, Li-Feng,Wu, Wen-Peng,Hu, Si-Cong,&Liu, Shou-Miao.(2016).TIME-DEPENDENT SEISMIC FRAGILITY ANALYSIS OF HIGH PIER BRIDGE BASED ON CHLORIDE ION INDUCED CORROSION.Engineering Mechanics,Vol.33 No.1,163-170.
MLA	Li, Li-Feng,et al."TIME-DEPENDENT SEISMIC FRAGILITY ANALYSIS OF HIGH PIER BRIDGE BASED ON CHLORIDE ION INDUCED CORROSION".Engineering Mechanics Vol.33 No.1(2016):163-170.

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