A NEW BAR-BASED ELEMENT FOR BUCKLING ANALYSIS OF T-SECTIONS AND SIMILAR SECTIONS, AND APPLICATION TO SPATIAL STRUCTURES

Author:

KATO Shiro1,NAKAZAWA Shoji2,SOR Someta2,TAKIUCHI Yuji2

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

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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