Rotation capacity of I‐shaped beams collapsed with lateral‐torsional buckling under reversed axial forces-Reference-Cited by-同舟云学术

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Rotation capacity of I‐shaped beams collapsed with lateral‐torsional buckling under reversed axial forces

Published:2019-07-21 Issue:4 Volume:2 Page:451-464
ISSN:2475-8876
Container-title:Japan Architectural Review
language:en
Short-container-title:Jpn Archit Rev

Author:

Suzuki Atsushi¹^ORCID,Kimura Yoshihiro²,Kasai Kazuhiko³

Affiliation:

1. Oriental Consultants Global Co., Ltd Shinjuku Ward Tokyo Metropolis Japan

2. New Creation Hatchery Center Tohoku University Sendai City Miyagi Prefecture Japan

3. Laboratory for Future Interdisciplinary Research of Science and Technology Tokyo Institute of Technology Yokohama City Kanagawa Prefecture Japan

Funder

Japan Society for the Promotion of Science

Tokyo Institute of Technology

Publisher

Wiley

Subject

General Medicine

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/2475-8876.12108

Reference23 articles.

1. Estimation of plastic deformation capacity for I‐shaped beams with local buckling under compressive and tensile forces

2. ESTIMATION OF ELASTO-PLASTIC LATERAL BUCKLING STRESS FOR H-SHAPED BEAMS WITH LATERAL-ROTATIONAL BRACES ON SUBJECTED TO AXIAL FORCE AND FLEXURAL MOMENT

3. MODEL OF LOAD-DEFORMATION RELATIONS FOR H-SHAPED STEEL BEAMS UNDER MONOTONIC LOADING

4. COUPLED BUCKLING BEHAVIOR AND PLASTIC DEFORMATION CAPACITY OF H-SHAPED STEEL BEAMS UNDER CYCLIC BENDING SHEAR

5. Architectural Institute of Japan.Recommended provisions for seismic damping systems applied to steel structures.2014(in Japanese).

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Estimation of elastoplastic local buckling capacities and novel classification of I-beams based on beam’s elastic local buckling strength;Structures;2022-05

2. Ultimate shear strength of perfobond shear connectors subjected to fully reversed cyclic loading;Engineering Structures;2021-12

3. Monotonic and hysteretic model for H-shaped beams incorporating deterioration behavior owing to the local buckling;Thin-Walled Structures;2020-12

4. Rotation Capacity of I-Shaped Beams under Alternating Axial Forces Based on Buckling-Mode Transitions;Journal of Structural Engineering;2020-06

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