EXPERIMENTAL STUDY ON DEFORMATION CAPACITY OF COMPOSITE BEAMS WITH IMPROVED TYPE BEAM-TO-COLUMN CONNECTIONS : Evaluation of earthquake resistance of steel moment frames considering deformation capacity of composite beams Part 2-Reference-Cited by-同舟云学术

EXPERIMENTAL STUDY ON DEFORMATION CAPACITY OF COMPOSITE BEAMS WITH IMPROVED TYPE BEAM-TO-COLUMN CONNECTIONS : Evaluation of earthquake resistance of steel moment frames considering deformation capacity of composite beams Part 2

Published:2002 Issue:554 Volume:67 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:

OKADA Ken¹,YAMADA Satoshi²,OH SangHoon³

Affiliation:

1. Tokyo Institute of Technology

2. Structural Engineering Research Center, Tokyo Institute of Technology

3. Research Institute of Industrial Science & Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/67/554/67_KJ00004075782/_pdf

Reference6 articles.

1. 10) ENGEGLHARDT M. D. Design of Reduced Beam Section Moment Connections. Proceedings-1999 North American Steel Construction Conference, AISC, 1995. 5. (1995)

2. 11) CHEN S.-J. Ductile steel beam-to-column connections. Asia-Pacific Workshop on Seismic Design & Retrofit of Structures, Chinese Taipei, 1998. 9. (1998)

3. 16) CHEN S.-J. Ductile steel beam-to-column connections for seismic resistance. J. Struct. Eng., ASCE. (1996) vol.122, no.11, doi:10.1061/(ASCE)0733-9445(1996)122:11(1292)

4. 17) UANG C.-M. Cyclic testing of steel moment connections rehabilitated with RBS or welded haunch. Journal of Structural Engineering. ASCE. (2000) vol.126, no.1, p.57-68. doi:10.1061/(ASCE)0733-9445(2000)126:1(57)

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