Collapse of semi-rigidly jointed reticulated domes with initial geometric imperfections

Author:

Kato Shiro,Mutoh Itaru,Shomura Masaaki

Publisher

Elsevier BV

Subject

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

Reference20 articles.

1. IASS WG8. Analysis, design and realization of space frames a state-of-the-art report (Y. Tsuboi, Chairman). Bulletin of the International Association for Shell and Spatial Structures, Madrid, Spain. 1984:114 pp.

2. Collapse of shallow lattice domes;Kani;J. Struct. Engng., ASCE,1987

3. Effect of imperfections on lattice shells;Morris;J. Struct. Engng., ASCE,1991

4. Kato S, Mutoh I. Evaluation of collapse of reticulated shells by equivalent column slenderness. In: Kitipornchai, Hancock, Bradford, editors. Structural stability and design. Rotterdam: A.A. Balkema. 1995:379—84.

5. Mutoh I, Kato S. Comparison of buckling loads between single-layer lattice domes and spherical shells. In: Parke, Howard, editors. Space structures 4. London: Thomas Telford. 1993;1:176—85.

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