A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Complete Load-Deflection Response and Initial Imperfection Analysis of Single-Layer Lattice Dome
The whole process of load-deflection response is analyzed for two single-layer lattice dome of big size as practical examples. The nonlinear behaviours of the perfect domes and their deflection shapes at several points after buckling are at first investigated. Two methods for imperfection analysis are then suggested. It is proved that single-layer lattice dome is very sensitive to initial imperfections and the suggested methods can be applied to real analysis.
Complete Load-Deflection Response and Initial Imperfection Analysis of Single-Layer Lattice Dome
The whole process of load-deflection response is analyzed for two single-layer lattice dome of big size as practical examples. The nonlinear behaviours of the perfect domes and their deflection shapes at several points after buckling are at first investigated. Two methods for imperfection analysis are then suggested. It is proved that single-layer lattice dome is very sensitive to initial imperfections and the suggested methods can be applied to real analysis.
Complete Load-Deflection Response and Initial Imperfection Analysis of Single-Layer Lattice Dome
Chen, Xin (author) / Shen, Shi-Zhao (author)
International Journal of Space Structures ; 8 ; 271-278
1993-12-01
8 pages
Article (Journal)
Electronic Resource
English
| British Library Online Contents | 1997
Random imperfection method for stability analysis of a suspended dome
| Online Contents | 2017
Random imperfection method for stability analysis of a suspended dome
| Springer Verlag | 2017
TECHNICAL PAPERS - Imperfection-Sensitive Overall Buckling of Single-Layer Lattice Domes
| Online Contents | 2001
Effects of Initial Geometric Imperfection on Stability of Single-Layer Reticulated Shell
| British Library Conference Proceedings | 2012