Stability analysis of flexibly connected thin-walled space frames
| Autor: | George E. Blandford |
|---|---|
| Rok vydání: | 1994 |
| Předmět: |
Deformation (mechanics)
business.industry Mechanical Engineering Connection (vector bundle) Rigidity (psychology) Structural engineering Space (mathematics) Space frame Computer Science Applications Modeling and Simulation General Materials Science Image warping business Bifurcation Civil and Structural Engineering Parametric statistics Mathematics |
| Zdroj: | Computers & Structures. 53:839-847 |
| ISSN: | 0045-7949 |
| DOI: | 10.1016/0045-7949(94)90372-7 |
| Popis: | The elastic stability (bifurcation) response of space frames, including warping deformation and flexible (semi-rigid) connections, is considered. Calculation of the elastic stability load is based on a linear eigenvalue analysis. A parametric study of the effect of connection rigidity for a portal space frame of variable geometry subjected to gravity and various wind loads is presented to provide insight into the stability behavior of space frames. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
|