Seismic Resistant System of Multi-Story Frames Using Concrete-Filled Tubular Trusses

Akihiko Kawano; Kenji Sakino; Kyoko Kuma; Kozo Nakata

Seismic Resistant System of Multi-Story Frames Using Concrete-Filled Tubular Trusses

Akihiko Kawano, Kenji Sakino, Kyoko Kuma, Kozo Nakata

構造防災系

研究成果: Contribution to conference › Paper › 査読

4 被引用数 (Scopus)

抄録

A CFT truss, in which the chord members comprise concrete-filled tubes [CFT], may have an excellent capacity to deform, even under earthquakes. This paper first provides a brief explanation of the conditions necessary to prevent a CFT truss from chord-buckling. If the conditions are fulfilled, the truss has excellent ductility, making it desirable for use in new earthquake resistant systems. As an example, a multi-story building with a CFT truss is considered herein. The CFT truss in the building is expected to work as vertically continuous shear walls and to prevent the building from collapsing in a local story mode, The plasticability of the building with CFT trusses is demonstrated being based on a dynamic response analysis.

本文言語	英語
ページ	89-96
ページ数	8
出版ステータス	出版済み - 12 1 2002
イベント	Proceedings of the Twelfth (2002) International Offshore and Polar Engineering Conference - Kitakyushu, 日本継続期間: 5 26 2002 → 5 31 2002

その他

その他	Proceedings of the Twelfth (2002) International Offshore and Polar Engineering Conference
国/地域	日本
City	Kitakyushu
Period	5/26/02 → 5/31/02

All Science Journal Classification (ASJC) codes

エネルギー工学および電力技術
海洋工学
機械工学

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引用スタイル

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title = "Seismic Resistant System of Multi-Story Frames Using Concrete-Filled Tubular Trusses",

abstract = "A CFT truss, in which the chord members comprise concrete-filled tubes [CFT], may have an excellent capacity to deform, even under earthquakes. This paper first provides a brief explanation of the conditions necessary to prevent a CFT truss from chord-buckling. If the conditions are fulfilled, the truss has excellent ductility, making it desirable for use in new earthquake resistant systems. As an example, a multi-story building with a CFT truss is considered herein. The CFT truss in the building is expected to work as vertically continuous shear walls and to prevent the building from collapsing in a local story mode, The plasticability of the building with CFT trusses is demonstrated being based on a dynamic response analysis.",

author = "Akihiko Kawano and Kenji Sakino and Kyoko Kuma and Kozo Nakata",

year = "2002",

month = dec,

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language = "English",

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TY - CONF

T1 - Seismic Resistant System of Multi-Story Frames Using Concrete-Filled Tubular Trusses

AU - Kawano, Akihiko

AU - Sakino, Kenji

AU - Kuma, Kyoko

AU - Nakata, Kozo

PY - 2002/12/1

Y1 - 2002/12/1

N2 - A CFT truss, in which the chord members comprise concrete-filled tubes [CFT], may have an excellent capacity to deform, even under earthquakes. This paper first provides a brief explanation of the conditions necessary to prevent a CFT truss from chord-buckling. If the conditions are fulfilled, the truss has excellent ductility, making it desirable for use in new earthquake resistant systems. As an example, a multi-story building with a CFT truss is considered herein. The CFT truss in the building is expected to work as vertically continuous shear walls and to prevent the building from collapsing in a local story mode, The plasticability of the building with CFT trusses is demonstrated being based on a dynamic response analysis.

AB - A CFT truss, in which the chord members comprise concrete-filled tubes [CFT], may have an excellent capacity to deform, even under earthquakes. This paper first provides a brief explanation of the conditions necessary to prevent a CFT truss from chord-buckling. If the conditions are fulfilled, the truss has excellent ductility, making it desirable for use in new earthquake resistant systems. As an example, a multi-story building with a CFT truss is considered herein. The CFT truss in the building is expected to work as vertically continuous shear walls and to prevent the building from collapsing in a local story mode, The plasticability of the building with CFT trusses is demonstrated being based on a dynamic response analysis.

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M3 - Paper

AN - SCOPUS:1842530748

SP - 89

EP - 96

T2 - Proceedings of the Twelfth (2002) International Offshore and Polar Engineering Conference

Y2 - 25 May 2002 through 30 May 2002

ER -

Seismic Resistant System of Multi-Story Frames Using Concrete-Filled Tubular Trusses

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その他

All Science Journal Classification (ASJC) codes

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