Analysis based evaluation for buckling loads of two-way elliptic paraboloidal single layer lattice domes

Author:

Kato Shiro,Yamashita Tetsuo,Nakazawa Shoji,Kim Yun-beom,Fujibayashi Atsushi

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference12 articles.

1. Elastic buckling characteristics of two-way grid shells of single-layer and its application in design to evaluate the non-linear behavior and ultimate strength;Yamashita;Journal of Constructional Steel Research,2001

2. Evaluation of elasto-plastic buckling strength of two-way grid shells using continuum analogy;Kato;International Journal of Space Structures,2002

3. Fujibayashi A, Kato S, Yamashita T, Nakazawa S. Evaluation for buckling loads of two-way elliptic paraboloidal single layer lattice dome. In: Annual meeting of architectural institute of Japan. 2006

4. Kato S, Yamashita T, Nakazawa S, Fujibayashi A. Evaluation for buckling loads of two-way elliptic paraboloidal single layer lattice domes. In: IASS-APCS2006, 2006, 10.16-19, BK08

5. A new proportioning method for member sections of single layer reticulated domes subjected to uniform and non-uniform loadings;Kato;Engineering Structures,2003

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