NEW DUCTILE STEEL FRAMES LIMITING DAMAGE TO CONNECTION ELEMENTS AT THE BOTTOM FLANGE OF BEAM-ENDS : Part 3 Experimental evaluation of composite effects and damage to concrete slab-Reference-Cited by-同舟云学术

NEW DUCTILE STEEL FRAMES LIMITING DAMAGE TO CONNECTION ELEMENTS AT THE BOTTOM FLANGE OF BEAM-ENDS : Part 3 Experimental evaluation of composite effects and damage to concrete slab

Published:2005 Issue:595 Volume:70 Page:123-130
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

KISHIKI Shoichi¹,UEHARA Daisuke¹,YAMADA Satoshi²,SUZUKI Kazuaki³,SAEKI Eiichiro³,WADA Akira²

Affiliation:

1. Tokyo Institute of Technology

2. S.E.R.C., Tokyo Institute of Technology

3. Building Construction Division, Nippon Steel Corporation

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/70/595/70_KJ00004392916/_pdf

Reference9 articles.

1. 3) CLIFTON G. Charles. Two New Semi-Rigid Joints for Moment-Resisting Steel Frames. Proceedings of 2004 Pacific Structural Steel Conference, March 24-27 2004. (2004)

2. 5) AISC. Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications. (2004)

3. BENDING-SHEAR TESTS OF WIDE FLANGE STEEL BEAM USING THE BOLTED FRICTIONAL-SLIPPAGE DAMPER ON THE BOTTOM FLANGE AT THE BEAM END

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