Cyclic-Loading Performance of Steel Beam-to-Column Moment Connections to an I-Section Column-Reference-Cited by-同舟云学术

Cyclic-Loading Performance of Steel Beam-to-Column Moment Connections to an I-Section Column

Published:2022-04 Issue:4 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Somarriba Martin¹^ORCID,Okazaki Taichiro²^ORCID,Zhao Junxian³,Komatsu Kensuke⁴

Affiliation:

1. Graduate Student, Graduate School of Engineering, Hokkaido Univ., Sapporo, Hokkaido 060-8628, Japan (corresponding author). ORCID: .

2. Professor, Faculty of Engineering, Hokkaido Univ., Sapporo, Hokkaido 060-8628, Japan. ORCID: .

3. Professor, School of Civil Engineering and Transportation, South China Univ. of Technology, Guangzhou 510641, China.

4. Engineer, Nihon Sekkei, Inc., Shinjuku i-Land Tower 29th Floor, 6-5-1, Nishi-Shinjuku, Shinjuku-ku, Tokyo 163-1329, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003310

Reference5 articles.

1. CBS (China Institute of Building Standard Design and Research). 2016. “Details of the construction of steel structure joints in multi-high-rise civil buildings.” In National building design atlas 16G519. [In Chinese.] Beijing: China Planning Press.

2. Suggestions for avoiding beam-to-column web connection failure;Driscoll G. C.;Eng. J., AISC,1982

3. Cyclic Response and Design Recommendations of Weak-Axis Reduced Beam Section Moment Connections

4. STUDY ON BEAM-END DETAILS FOR THE METHOD OF NON-SCALLOP ON BEAM-TO-COLUMN WELDED JOINTS

5. Steel Moment Frames for Earthquakes in United States and Japan

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