Imperfection-Sensitive Overall Buckling of Single-Layer Lattice Domes

Author:

Yamada Seishi12345,Takeuchi Akiko12345,Tada Yoshiyuki12345,Tsutsumi Kazutoshi12345

Affiliation:

1. Member, ASCE

2. Assoc. Prof., Dr., Dept. of Arch. and Civ. Engrg., Toyohashi Univ. of Technol., Toyohashi 441-8580, Japan.

3. Chf. Engr., CAE Sys. Devel. Dept., Ishii Iron Works Co. Ltd., Tokyo 144-0033, Japan.

4. General Mgr., CAE Sys. Devel. Dept., Ishii Iron Works Co. Ltd., Tokyo 144-0033, Japan.

5. Mgr., Dr., Struct. Des. Div., Fujita Corp., Tokyo 151-8570, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference9 articles.

1. Lower Bounds for Overall Buckling of Spherical Space Domes

2. Kato S. Yamada S. Takashima H. and Shibata R. ( 1991). “Buckling stress of a member in a rigidly jointed single-layer reticular dome.” Proc. IASS Symp. on Spatial Struct. at Turn of Millennium Vol. 3 109–116.

3. Yamada M. Uchiyama K. Yamada S. and Ishikawa T. ( 1986). “Theoretical and experimental study on the buckling of rigidly jointed single-layer latticed spherical shells.” Proc. IASS Symp. on Shells Membrane and Space Frames 3 113–120.

4. Yamada M. and Yamada S. ( 1983). “Agreement between theory and experiment on large-deflection behavior of clamped shallow spherical shells under external pressure.” Proc. IUTAM Symp. on Collapse Cambridge University Press London 431–441.

5. Yamada S. ( 1997). “An alternative buckling design procedure for single-layer lattice shells.” Proc. IASS Int. Symp. 2 895–901.

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