Collapse of Imperfect Reticulated Dome with Semi-Rigid Connections-Reference-Cited by-同舟云学术

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Collapse of Imperfect Reticulated Dome with Semi-Rigid Connections

Published:1996 Issue: Volume: Page:315-320
ISSN:
Container-title:Advances in Steel Structures (ICASS '96)
language:
Short-container-title:

Author:

Kato S.,Mutoh I.,Shomura M.

Publisher

Elsevier

Reference9 articles.

1. Large displacment elastic buckling of space structures;Chao,1988

2. Collapse of shallow lattice domes;Kanii.;Journal of Structural Engineering, ASCE,1987

3. Effect of joint rigidity on Buckling Strength of Single Layer Lattice Domes;Kato;Bulletin of the IASS,1994

4. Influence of local imperfections on buckling strength of reticulated shells;Kato,1995

5. Matrix Method of Structural Analysis;Livesley,1964

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Rotating performance of Temcor joints for aluminum single-layer reticulated shells;Structures;2021-12

2. Mechanical performance of AH joints and influence on the stability behaviour of single-layer cylindrical shells;Thin-Walled Structures;2020-01

3. Second-Order Analysis and Experiments of Semi-Rigid and Imperfect Domes;Advances in Structural Engineering;2012-09

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