A platform for research: civil engineering, architecture and urbanism
Vibration Behaviour of Single-Layer Latticed Cylindrical Roofs
Damped response analyses by using simple ideas from the well-known dynamic modal analysis are performed in this paper. The present general methods are applied to the orthotropic continuum shell which is adopted as the analogue of a latticed cylindrical roof structure, and the variation of the vibration behaviour with geometric parameters or a premotion loading factor is clarified.
Vibration Behaviour of Single-Layer Latticed Cylindrical Roofs
Damped response analyses by using simple ideas from the well-known dynamic modal analysis are performed in this paper. The present general methods are applied to the orthotropic continuum shell which is adopted as the analogue of a latticed cylindrical roof structure, and the variation of the vibration behaviour with geometric parameters or a premotion loading factor is clarified.
Vibration Behaviour of Single-Layer Latticed Cylindrical Roofs
Yamada, Seishi (author)
International Journal of Space Structures ; 12 ; 181-190
1997-09-01
10 pages
Article (Journal)
Electronic Resource
English
Vibration Behaviour of Single-Layer Latticed Cylindrical Roofs
Online Contents | 1997
|Vibration Behaviour of Single-Layer Latticed Cylindrical Roofs
British Library Online Contents | 1997
|TP077 ^*.Structural Damping of Double-Layer Cylindrical Latticed Roofs with Membrane Material
British Library Conference Proceedings | 2004
|British Library Conference Proceedings | 2005
|Buckling Behaviour of Double-Layer Latticed Cylindrical Roof
British Library Conference Proceedings | 1997
|