New connections using vertical stiffeners between H-shaped beams and hollow or concrete-filled square tubular columns

Akihiko Kawano; Chiaki Matsui

New connections using vertical stiffeners between H-shaped beams and hollow or concrete-filled square tubular columns

Akihiko Kawano, Chiaki Matsui

Structural Engineering and Disaster Mitigation Section

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

7 Citations (Scopus)

Abstract

Beam-to-tubular column connections using external diaphragms may have the high structural reliability of columns, but the size of the external diaphragm may place limits on the design of exterior frames for the building. To overcome this problem, we propose a connection made using vertical stiffeners instead of a diaphragm. This paper describes a formula to calculate the connection's strength and presents the results of tests done to determine the connection's strength and aseismic capacity.

Original language	English
Title of host publication	Proceedings of the Engineering Foundation Conference
Editors	C.D. Buckner, B.M. Shahrooz
Publisher	ASCE
Pages	172-185
Number of pages	14
Publication status	Published - 1997
Event	Proceedings of the 1996 Engineering Foundation Conference on Composite Construction in Steel and Concrete III - Irsee, Ger Duration: Jun 9 1996 → Jun 14 1996

Other

Other	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

Engineering(all)

Cite this

Kawano, A & Matsui, C 1997, New connections using vertical stiffeners between H-shaped beams and hollow or concrete-filled square tubular columns. in CD Buckner & BM Shahrooz (eds), Proceedings of the Engineering Foundation Conference. ASCE, pp. 172-185, Proceedings of the 1996 Engineering Foundation Conference on Composite Construction in Steel and Concrete III, Irsee, Ger, 6/9/96.

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title = "New connections using vertical stiffeners between H-shaped beams and hollow or concrete-filled square tubular columns",

abstract = "Beam-to-tubular column connections using external diaphragms may have the high structural reliability of columns, but the size of the external diaphragm may place limits on the design of exterior frames for the building. To overcome this problem, we propose a connection made using vertical stiffeners instead of a diaphragm. This paper describes a formula to calculate the connection's strength and presents the results of tests done to determine the connection's strength and aseismic capacity.",

author = "Akihiko Kawano and Chiaki Matsui",

year = "1997",

language = "English",

pages = "172--185",

editor = "C.D. Buckner and B.M. Shahrooz",

booktitle = "Proceedings of the Engineering Foundation Conference",

publisher = "ASCE",

address = "United States",

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 - GEN

T1 - New connections using vertical stiffeners between H-shaped beams and hollow or concrete-filled square tubular columns

AU - Kawano, Akihiko

AU - Matsui, Chiaki

PY - 1997

Y1 - 1997

N2 - Beam-to-tubular column connections using external diaphragms may have the high structural reliability of columns, but the size of the external diaphragm may place limits on the design of exterior frames for the building. To overcome this problem, we propose a connection made using vertical stiffeners instead of a diaphragm. This paper describes a formula to calculate the connection's strength and presents the results of tests done to determine the connection's strength and aseismic capacity.

AB - Beam-to-tubular column connections using external diaphragms may have the high structural reliability of columns, but the size of the external diaphragm may place limits on the design of exterior frames for the building. To overcome this problem, we propose a connection made using vertical stiffeners instead of a diaphragm. This paper describes a formula to calculate the connection's strength and presents the results of tests done to determine the connection's strength and aseismic capacity.

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M3 - Conference contribution

AN - SCOPUS:0030707460

SP - 172

EP - 185

BT - Proceedings of the Engineering Foundation Conference

A2 - Buckner, C.D.

A2 - Shahrooz, B.M.

PB - ASCE

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 -

New connections using vertical stiffeners between H-shaped beams and hollow or concrete-filled square tubular columns

Abstract

Other

All Science Journal Classification (ASJC) codes

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