A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Nonlinear static response of clamped circular arches
In this paper a study is undertaken of the static response of seven clamped circular elastic arches of varying radii but equal spans. Symmetric and asymmetric behaviour of perfect arches are calculated and the effect of imperfections is considered. The results are obtained by dividing an arch into discrete elements and the well-known stiffness method of structural analysis. In order to determine maximum loads directly and to follow post-buckling paths an augumented stiffness approach is adopted. A method of calculating an important constant in the augmented stiffness approach is described.
Nonlinear static response of clamped circular arches
In this paper a study is undertaken of the static response of seven clamped circular elastic arches of varying radii but equal spans. Symmetric and asymmetric behaviour of perfect arches are calculated and the effect of imperfections is considered. The results are obtained by dividing an arch into discrete elements and the well-known stiffness method of structural analysis. In order to determine maximum loads directly and to follow post-buckling paths an augumented stiffness approach is adopted. A method of calculating an important constant in the augmented stiffness approach is described.
Nonlinear static response of clamped circular arches
Nichtlineare, statische Reaktion eingespannter kreisrunder Boegen
Wescott, R.J. (author)
1977
5 Seiten, 8 Bilder, 1 Tabelle, 9 Quellen
Conference paper
English
| Engineering Index Backfile | 1931
Nonlinear Response of Clamped Circular Plates Subjected to Transverse Excitation Load
| British Library Online Contents | 2007
Frequency response functions of circular arches for support motions
| Elsevier | 1988
In-Plane Nonlinear Analysis and Buckling of Tied Circular Arches
| SAGE Publications | 2006