The out of plane behaviour of masonry infilled frames
The great interest about out of plane behavior of masonry infill walls has recently increased since it is a key point in the seismic modelling of framed structures. Their contribute to the whole seismic resistance of a framed building cannot be skipped. After a review of the literature on the subjec...
Saved in:
| Published in | Journal of physics. Conference series Vol. 2090; no. 1; pp. 12148 - 12156 |
|---|---|
| Main Authors | , |
| Format | Journal Article |
| Language | English |
| Published |
IOP Publishing
01.11.2021
|
| Online Access | Get full text |
Cover
Loading…
| Summary: | The great interest about out of plane behavior of masonry infill walls has recently increased since it is a key point in the seismic modelling of framed structures. Their contribute to the whole seismic resistance of a framed building cannot be skipped. After a review of the literature on the subject, this paper presents a trilinear constitutive model for the out of plane behavior of masonry infills based on the tensile strength of the constituents. Comparisons with literature model are provided and the identification of the model is based on experimental tests. |
|---|---|
| ISSN: | 1742-6588 1742-6596 |
| DOI: | 10.1088/1742-6596/2090/1/012148 |