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FULL SCALE SHAKING TABLE TEST ON ULTIMATE SEISMIC RESISTANCE OF ADVANCED TYPE OF BEAM-TO-COLUMN CONNECTIONS

  • Published:2002 Issue:551 Volume:67 Page:141-148
  • 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:

AKIYAMA Hiroshi1,YAMADA Satoshi2,MATSUMOTO Yuka3,TAKEUCHI Toru4,SUGIMOTO Hirokazu5

Affiliation:

1. Nihon Univ.

2. Structural Engineering Research Center, Tokyo Institute of Technology

3. Faculty of Eng., Yokohama National Univ.

4. Building Construction Division, Nippon Steel Corporation

5. Construction Technology & Engineering Department, Obayashi Corporation

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference4 articles.

Cited by 5 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Effect of penetration depth of electro-slag welding on ductility of beam-to-column connection;Journal of Constructional Steel Research;2022-02

2. Fracture strength of electroslag welding joint with high-performance steel;Journal of Constructional Steel Research;2019-02

3. LOCAL ELASTO-PLASTIC BEHAVIOR OF STEEL BEAM TO CONCRETE-FILLED SQUARE STEEL TUBE COLUMN MOMENT CONNECTIONS USING ELECTROSLAG WELDING;Journal of Structural and Construction Engineering (Transactions of AIJ);2009

4. EXPERIMENTAL PROCEDURE AND ELASTIC RESPONSE CHARACTERISTICS OF SHAKING TABLE TEST;Journal of Structural and Construction Engineering (Transactions of AIJ);2009

5. 10.2207/jjws.76.501;JOURNAL OF THE JAPAN WELDING SOCIETY;2007
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