Direct evaluation of the buckling loads of semi-rigidly jointed single-layer latticed domes under symmetric loading

Author:

López Aitziber,Puente Iñigo,Serna Miguel A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference20 articles.

1. Space structures of today and tomorrow (Third international conference on space structures);Makowski,1984

2. IASS Working Group 8. Analysis, design and realization of space frames: A state-of-the-art report. Bulletin of the International Association for Shells and Spatial Structures 1984/85; 25(1–2)

3. Collapse of semi-rigidly jointed reticulated domes with initial geometric imperfections;Kato;Journal of Constructional Steel Research,1998

4. Sohn SD, Kim SD, Kang MM, Lee SG, Song HS. Nonlinear instability analysis of framed space structures with semi-rigid joints. In: Lightweight structures in civil engineering (Proceedings of the IASS international symposium). 2002. p. 422–7

5. Buckling of reticulated shells: State-of-the-art;Gioncu;International Journal of Space Structures,1995

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