Rotation Capacity of I-Shaped Beams under Alternating Axial Forces Based on Buckling-Mode Transitions-Reference-Cited by-同舟云学术

Rotation Capacity of I-Shaped Beams under Alternating Axial Forces Based on Buckling-Mode Transitions

Published:2020-06 Issue:6 Volume:146 Page:04020089
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Suzuki Atsushi¹^ORCID,Kimura Yoshihiro²,Kasai Kazuhiko³

Affiliation:

1. QA/QC Superintendent, Premium Industrial and Engineering LLC, 23/F, Shangri-La Centre, 19A Olympic St., Sukhbaatar District, Ulaanbaatar 14241, Mongolia (corresponding author). ORCID: .

2. Professor, New Industry Creation Hatchery Center, Tohoku Univ., 6-6-11-1216, Aoba, Aramaki, Aoba Ward, Sendai City, Miyagi 980-8565, Japan.

3. Professor, Laboratory for Future Interdisciplinary Research of Science and Technology, Tokyo Institute of Technology, G-5-14, 4259, Nagatsuta Town, Midori Ward, Yokohama City, Kanagawa 226-8503, 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

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002623

Reference39 articles.

1. Ultimate shear resistance of plate girders part 2—Hoglund theory;Ahmed S. E.;Int. J. Civ. Environ. Eng.,2013

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