Improvement of buckling restrained round steel bar dampers for beam-to-column connections

TAGAWA, Hiroshi; NAGOYA, Yuta

ダウンロード数: 92

http://hdl.handle.net/2433/231236

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DCフィールド	値	言語
dc.contributor.author	TAGAWA, Hiroshi	en
dc.contributor.author	NAGOYA, Yuta	en
dc.date.accessioned	2018-05-28T08:25:04Z	-
dc.date.available	2018-05-28T08:25:04Z	-
dc.date.issued	2018-05-14	-
dc.identifier.uri	http://hdl.handle.net/2433/231236	-
dc.description	Date: May 14 (Mon), 2018	en
dc.description	Place: ROHM Plaza Meeting Room, Kyoto University Katsura Campus, Kyoto, JAPAN	en
dc.description	Supported by JSPS-NSFC Japan-China Scientific Cooperation Project	en
dc.description	Organized by Structural Engineering of Buildings Laboratory, Department of Architecture and Architectural Engineering, Kyoto University	en
dc.format.mimetype	application/pdf	-
dc.language.iso	eng	-
dc.publisher	Structural Engineering of Buildings Laboratory, Department of Architecture and Architectural Engineering, Kyoto University	en
dc.subject	round steel bar damper	en
dc.subject	buckling restrained	en
dc.subject	beam-to-column connection	en
dc.subject	cyclic loading test	en
dc.subject	high-strength bolt	en
dc.subject.ndc	520	-
dc.title	Improvement of buckling restrained round steel bar dampers for beam-to-column connections	en
dc.type	conference paper	-
dc.type.niitype	Conference Paper	-
dc.identifier.jtitle	Japan-China Workshop on Analysis and Optimization of Large-scale Structures	en
dc.identifier.spage	6	-
dc.identifier.epage	6	-
dc.textversion	author	-
dc.identifier.artnum	A03	-
dc.sortkey	015	-
dc.address	Graduate School of Engineering, Hiroshima University	en
dc.address	Graduate School of Engineering, Hiroshima University	en
dcterms.accessRights	open access	-
出現コレクション:	Japan-China Workshop on Analysis and Optimization of Large-scale Structures

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