Damage Analysis of Hanshin Expressway Viaducts during 1995 Kobe Earthquake. II: Damage Mode of Single Reinforced Concrete Piers

dc.contributor.author	Satoko Hashimoto
dc.contributor.author	Yozo Fujino
dc.contributor.author	Masato Abe
dc.date.accessioned	2017-05-08T21:25:15Z
dc.date.available	2017-05-08T21:25:15Z
dc.date.copyright	January 2005
dc.date.issued	2005
dc.identifier.other	%28asce%291084-0702%282005%2910%3A1%2854%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/50801
dc.description.abstract	The damage mode that single reinforced concrete (RC) piers of the Hanshin Expressway Kobe Route suffered during the 1995 Kobe earthquake is discussed. On the Kobe Route, many single RC piers suffered from flexural mode damage; however, some suffered from shear failure, and most shear failure occurred in piers with rectangular cross sections. The flexural and shear capacity of each pier are calculated based on the design documents, and the ratio of flexure to shear capacity,
dc.publisher	American Society of Civil Engineers
dc.title	Damage Analysis of Hanshin Expressway Viaducts during 1995 Kobe Earthquake. II: Damage Mode of Single Reinforced Concrete Piers
dc.type	Journal Paper
dc.journal.volume	10
dc.journal.issue	1
dc.journal.title	Journal of Bridge Engineering
dc.identifier.doi	10.1061/(ASCE)1084-0702(2005)10:1(54)
dc.tree	Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 001
dc.contenttype	Fulltext