A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Nonlinear Stability Analysis for Schwedler Reticulated Dome
On the base of finite element linear Eigen value analysis, overall stability analysis of Schwedler reticulated dome has been conducted by means of the nonlinear finite element method. The arc-length method was utilized to solve the nonlinear equation systems, and the load-displacement curves of the spatial latticed shell structure were obtained. It is safer to adopt the nonlinear buckling analysis for structure. These can provide a valuable reference for the design and analysis of the similar special latticed shell.
Nonlinear Stability Analysis for Schwedler Reticulated Dome
On the base of finite element linear Eigen value analysis, overall stability analysis of Schwedler reticulated dome has been conducted by means of the nonlinear finite element method. The arc-length method was utilized to solve the nonlinear equation systems, and the load-displacement curves of the spatial latticed shell structure were obtained. It is safer to adopt the nonlinear buckling analysis for structure. These can provide a valuable reference for the design and analysis of the similar special latticed shell.
Nonlinear Stability Analysis for Schwedler Reticulated Dome
Li, Xiao-Li (author) / Ji, Jing (author)
2012
4 Seiten
Conference paper
English
Schwedler Single-Layer Ellipsoid Reticulated Shell Static Stability Analysis of Influencing Factors
| British Library Conference Proceedings | 2012
Dynamic Stability of Reticulated Dome
| British Library Conference Proceedings | 1996
Calculation of Schwedler framework
| Engineering Index Backfile | 1923
Ultimate Bearing Capacity Analysis of Schwedler Suspendome
| British Library Conference Proceedings | 2011