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CYCLIC MODELLING OF REINFORCED MASONRY SHEAR WALLS FOR DYNAMIC ANALYSIS: INDICATIONS COMING FROM EXPERIMENTS
| Content Provider | Scilit |
|---|---|
| Copyright Year | 2004 |
| Description | An empirical shear-displacement hysteretic law for reinforced masonry shear walls is calibrated on the basis of experiments. The capability of the model to reproduce the behaviour of walls failing in shear as well as walls failing in flexure is discussed. The law is suitable for use in simplified non-linear dynamic modelling. By means of an « - d.o.f. shear-type model, the seismic behaviour of multi-storey buildings can be simulated within the context of parametric studies, studying the influence of different predominant failure mechanisms. Book Name: Computer Methods in Structural Masonry - 4 |
| Related Links | https://content.taylorfrancis.com/books/download?dac=C2010-0-37525-1&isbn=9780429180507&doi=10.1201/9781482272062-13&format=pdf |
| Ending Page | 155 |
| Page Count | 8 |
| Starting Page | 148 |
| DOI | 10.1201/9781482272062-13 |
| Language | English |
| Publisher | Informa UK Limited |
| Publisher Date | 2004-01-14 |
| Access Restriction | Open |
| Subject Keyword | Book Name: Computer Methods in Structural Masonry - 4 Architecture Buildings Model Masonry Seismic Parametric Shear Walls Reinforced Coming Simplified |
| Content Type | Text |
| Resource Type | Chapter |