Buckling behavior and aseismic properties of concrete-filled tubular members under cyclic axial loading

Akihiko Kawano; Chiaki Matsui

Buckling behavior and aseismic properties of concrete-filled tubular members under cyclic axial loading

Akihiko Kawano, Chiaki Matsui

構造防災系

研究成果: Contribution to conference › Paper › 査読

7 被引用数 (Scopus)

抄録

The aseismic capacity of concrete-filled circular tubes under cyclic axial loading was investigated experimentally, in which emphasis was placed on both flexural and local buckling. An empirical equation was proposed to predict fracture due to very low-cycle fatigue, considering with local buckling. Based on the fracture prediction, the energy absorption capacity was estimated for the tubes.

本文言語	英語
ページ	602-615
ページ数	14
出版ステータス	出版済み - 1 1 1997
イベント	Proceedings of the 1996 Engineering Foundation Conference on Composite Construction in Steel and Concrete III - Irsee, Ger 継続期間: 6 9 1996 → 6 14 1996

その他

その他	Proceedings of the 1996 Engineering Foundation Conference on Composite Construction in Steel and Concrete III
City	Irsee, Ger
Period	6/9/96 → 6/14/96

All Science Journal Classification (ASJC) codes

工学（全般）

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引用スタイル

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title = "Buckling behavior and aseismic properties of concrete-filled tubular members under cyclic axial loading",

abstract = "The aseismic capacity of concrete-filled circular tubes under cyclic axial loading was investigated experimentally, in which emphasis was placed on both flexural and local buckling. An empirical equation was proposed to predict fracture due to very low-cycle fatigue, considering with local buckling. Based on the fracture prediction, the energy absorption capacity was estimated for the tubes.",

author = "Akihiko Kawano and Chiaki Matsui",

year = "1997",

month = jan,

day = "1",

language = "English",

pages = "602--615",

note = "Proceedings of the 1996 Engineering Foundation Conference on Composite Construction in Steel and Concrete III ; Conference date: 09-06-1996 Through 14-06-1996",

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TY - CONF

T1 - Buckling behavior and aseismic properties of concrete-filled tubular members under cyclic axial loading

AU - Kawano, Akihiko

AU - Matsui, Chiaki

PY - 1997/1/1

Y1 - 1997/1/1

N2 - The aseismic capacity of concrete-filled circular tubes under cyclic axial loading was investigated experimentally, in which emphasis was placed on both flexural and local buckling. An empirical equation was proposed to predict fracture due to very low-cycle fatigue, considering with local buckling. Based on the fracture prediction, the energy absorption capacity was estimated for the tubes.

AB - The aseismic capacity of concrete-filled circular tubes under cyclic axial loading was investigated experimentally, in which emphasis was placed on both flexural and local buckling. An empirical equation was proposed to predict fracture due to very low-cycle fatigue, considering with local buckling. Based on the fracture prediction, the energy absorption capacity was estimated for the tubes.

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UR - http://www.scopus.com/inward/citedby.url?scp=0030717121&partnerID=8YFLogxK

M3 - Paper

AN - SCOPUS:0030717121

SP - 602

EP - 615

T2 - Proceedings of the 1996 Engineering Foundation Conference on Composite Construction in Steel and Concrete III

Y2 - 9 June 1996 through 14 June 1996

ER -

Buckling behavior and aseismic properties of concrete-filled tubular members under cyclic axial loading

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その他

All Science Journal Classification (ASJC) codes

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