A NEW BAR-BASED ELEMENT FOR BUCKLING ANALYSIS OF T-SECTIONS AND SIMILAR SECTIONS, AND APPLICATION TO SPATIAL STRUCTURES
Author:
Affiliation:
1. Toyohashi Univ. of Tech.
2. Dept. of Arch. And Civil Eng., Toyohashi Univ. of Tech.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/88/812/88_1441/_pdf
Reference35 articles.
1. 1) T. Ueki, Y. Mukaiyama, S. Kato: Linear and elastic buckling loads of latticed shells with elastic springs at both ends of members, Journal of Structural and Construction Engineering (Transactions of AIJ), No.411, pp.117-129, 1990 (in Japanese) (DOI: https://doi.org/10.3130/aijsx.411.0_117 )
2. 3) K. Yamamoto, H. Utebi: Linear buckling analysis considering no-compression property of metal grid shells stiffened by tension braces, Journal of the International Association for Shell and Spatial Structures, Vol.62, pp.195-205, 2021.9 (DOI: https://doi.org/10.20898/j.iass.2021.010 )
3. 4) Architectural Institute of Japan: AIJ Recommendation for Design of Latticed Shell Roof Structure, 2016 (in Japanese) 日本建築学会:ラチスシェル屋根構造設計指針, 2016
4. 5) Architectural Institute of Japan: Dome structures in Japan, Recent advances in structural engineering, Maruzen company, 2004 (in Japanese) 日本建築学会:ドーム構造の技術レビュー, 丸善株式会社, 2004
5. 6) I. Mungan, J.F. Abel (editors); Chapter 9.1, Fifty Years of Progress for Shell and Spatial Structures, International Association of Shell and Spatial Structures, 2011
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1. AN APPROXIMATE BEAM MODEL FOR H-SECTIONS CONSIDERING LATERAL TORSIONAL DEFORMATION AND ITS APPLICATION TO BUCKLING ANALYSIS OF SPATIAL STRUCTURE;Journal of Structural Engineering B;2024
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