PLASTIC ROTATION CAPACITY OF STEEL BEAM-TO-COLUMN CONNECTIONS USING A REDUCED BEAM SECTION AND NO WELD ACCESS HOLE DESIGN : Full scale tests for improved steel beam-to-column subassemblies-Part 1-Reference-Cited by-同舟云学术

PLASTIC ROTATION CAPACITY OF STEEL BEAM-TO-COLUMN CONNECTIONS USING A REDUCED BEAM SECTION AND NO WELD ACCESS HOLE DESIGN : Full scale tests for improved steel beam-to-column subassemblies-Part 1

Published:1999 Issue:526 Volume:64 Page:177-184
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:

SUITA Keiichiro¹,TAMURA Takumi¹,MORITA Shuhei¹,NAKASHIMA Masayoshi²,ENGELHARDT Michael D.³

Affiliation:

1. Dept. of Architecture and Environmental Design, Graduate School of Engineering, Kyoto University

2. Div. Of Earthquake Disaster Prevention, Disaster Prevention Research Institute, Kyoto University

3. Dept. of Civil Engineering, The University of Texas at Austin

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/64/526/64_KJ00004092306/_pdf

Reference17 articles.

1. 1) BERTERO V. V. Performance of steel Building strustures during the Northridge Earthquake. Univ. of California at Berkely. (1994)

2. 2) YOUSSEF N. A Survry of Moment-Resisting Frame Buildings Affected by The 1994 Northridge Earthquake. National Institute of Standarda and Technology. United States Department of Commerce Technology Administration. (1995)

3. 5) KAUFMANN E. Feilure Analysis of Welded Steel Moment Frames Damaged in the Nortridge Earthquake,NIST Report No. NISTIR 5944. Natinal Institute of Standaeds and Technology United States Department of Commerce Technology Administration. (1997)

4. 6) SAC Joint Venture. Technical Report:Experimental Investions of Materials,Weldments and Nondedtyustive Examination Techniques. (1995)

5. 7) SAC Joint Venture. Technical Report:Experimental Investigations of Beam-Column Subassemblages. (1996)

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