Post Local Buckling Behavior and Ultimate Capacity of H–section Beam-Reference-Cited by-同舟云学术

Post Local Buckling Behavior and Ultimate Capacity of H–section Beam

Published:2011-11 Issue:2 Volume:10 Page:429-436
ISSN:1346-7581
Container-title:Journal of Asian Architecture and Building Engineering
language:en
Short-container-title:Journal of Asian Architecture and Building Engineering

Author:

Wang Tao¹,Ikarashi Kikuo²

Affiliation:

1. GCOE Researcher, Center of Urban Earthquake Engineering, Tokyo Institute of Technology, Japan

2. Associate Professor, Department of Architecture and Building Engineering, Tokyo Institute of Technology, Japan

Publisher

Informa UK Limited

Subject

Arts and Humanities (miscellaneous),Building and Construction,Cultural Studies,Architecture,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.3130/jaabe.10.429

Reference5 articles.

1. Architectural Institute of Japan (2005) Design Standard for Steel Structures –Based on Allowable Stress Concept–.

2. Fukuchi. Y and Tachibana M. (1969) Flange Buckling and Ultimate Load of Beams under Moment Gradient-Part 1. Summaries of Technical Papers of Annual Meeting-Structure, Architectural Institute of Japan, pp.1045-1046.

3. Kato B., Akiyama H. and Obi Y. (1977) Deformation Capacity of H-Shaped Steel Members Governed by Local Buckling. Transition of the Architectural Institute of Japan, No.257, pp.49-58.

4. Yoda K., Imai K., Kurobane Y. and Ogawa K. (1989) Bending Capacity of Thin-Walled Welded H-Section Beams. Journal of Structural and Construction Engineering, Architectural Institute of Japan, No.397, pp.60-72.

5. Ikarashi K. and Wang T. (2007) A Method for Evaluation of Elastic Buckling Strength of H-Shaped Steel Member under Bending-Shear and Axial Force. Journal of Structural and Construction Engineering, Arch. Inst. of Japan, No.613, pp.137-146.

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