SHEAR-TRANSFER-MECHANISM BASED ON CONNECTION ELEMENTS AT THE TOP FLANGE OF BEAM-ENDS-Reference-Cited by-同舟云学术

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SHEAR-TRANSFER-MECHANISM BASED ON CONNECTION ELEMENTS AT THE TOP FLANGE OF BEAM-ENDS

Published:2006 Issue:603 Volume:71 Page:147-154
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,YAMADA Satoshi²,SUZUKI Kazuaki³,TAKEUCHI Toru⁴,WADA Akira²

Affiliation:

1. Structural Engineering Research Center, Tokyo Institute of Technology

2. Integrated Research Institute, Tokyo Institute of Technology

3. Building Construction Division, Nippon Steel Corporation

4. Dept. of Architecture and Building Engineering, Tokyo Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/71/603/71_KJ00004315351/_pdf

Reference6 articles.

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

2. EXPERIMENTAL STUDY ON DYNAMIC RESPONSE CHARACTERISTICS OF STEEL FRAME INCORPORATED WITH LEAD DAMPER INTO BEAM SPLICE

3. BEHAVIOR OF BEAM SPLICES WITH ENERGY DISSIPATING ELEMENTS AT THE BOTTOM FLANGE

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