Rotation Capacity of I-Shaped Beam Failed by Local Buckling in Buckling-Restrained Braced Frames with Rigid Beam-Column Connections-Reference-Cited by-同舟云学术

Rotation Capacity of I-Shaped Beam Failed by Local Buckling in Buckling-Restrained Braced Frames with Rigid Beam-Column Connections

Published:2023-02 Issue:2 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Suzuki Atsushi¹^ORCID,Kimura Yoshihiro²

Affiliation:

1. Assistant Professor, Graduate School of Engineering, Tohoku Univ., Sendai City, Miyagi Prefecture 980-8565, Japan (corresponding author). ORCID: .

2. Professor, Graduate School of Engineering, Tohoku Univ., Sendai City, Miyagi Prefecture 980-8565, 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/JSENDH.STENG-11745

Reference48 articles.

1. Aiken I. D. S. A. Mahin and P. Uriz. 2002. “Large-scale testing of buckling restrained braced frames.” In Proc. Japan Passive Control Symp. Yokohama Japan: Tokyo Institute of Technology.

2. AISC. 2005. Seismic provisions for structural steel buildings. Chicago: AISC.

3. AISC. 2010. Seismic provisions for structural steel buildings. Chicago: AISC.

4. AISC. 2016. Seismic provisions for structural steel buildings. Chicago: AISC.

5. Prediction of available rotation capacity and ductility of wide-flange beams: Part 2: Applications

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