Masonry infill panels subjected to cyclic in-plane loading
Authors:
Open Access
- 30 June 1976
- journal article
- Published by New Zealand Society for Earthquake Engineering in Bulletin of the New Zealand Society for Earthquake Engineering
- Vol. 9 (2) , 122-131
Abstract
The presence of an infill panel within a frame greatly increases the stiffness of the structure as compared with the bare frame but in the process a less ductile and a degrading stiffness behaviour is obtained. Although the panel may be isolated from the frame, there are many instances where this is not the case and so a study of the behaviour of infill-panel frames subjected to the large lateral loads and deformations associated with earthquakes is essential.Keywords
This publication has 4 references indexed in Scilit:
- EFFECT OF OPENINGS ON THE LATERAL STIFFNESS OF INFILLED FRAMES.Proceedings of the Institution of Civil Engineers, 1971
- A METHOD OF ANALYSIS FOR INFILLED FRAMES.Proceedings of the Institution of Civil Engineers, 1969
- Contribution to the Analysis of Coupled Shear WallsACI Journal Proceedings, 1962
- STEEL FRAMES WITH BRICKWORK AND CONCRETE INFILLING.Proceedings of the Institution of Civil Engineers, 1961