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Double-Leaf Infill Masonry Walls Cyclic In-Plane Behaviour : Experimental and Numerical Investigation
| Content Provider | Semantic Scholar |
|---|---|
| Author | Furtado, André Tosi Rodrigues, Hugo Arêde, António Varum, Humberto |
| Copyright Year | 2018 |
| Abstract | Received: November 08, 2017 Revised: January 05, 2018 Accepted: January 23, 2018 Abstract: Background: The infill masonry walls are widely used in the construction of reinforced concrete buildings for different reasons (partition, thermal and acoustic demands). Since the ‘60s decade, one of the most common typology in the southern Europe was the double-leaf infill walls. Recent earthquake events proved that this specific typology have an important role in the seismic response of reinforced concrete structures in terms of stiffness, strength and failure mechanisms. However, modelling approaches of these specific infill panels cannot be found over the literature. |
| File Format | PDF HTM / HTML |
| Alternate Webpage(s) | https://www.benthamopen.com/contents/pdf/TOBCTJ/TOBCTJ-12-35.pdf |
| Language | English |
| Access Restriction | Open |
| Subject Keyword | Acoustic cryptanalysis Biological anthropology Failure cause Stiffness Walls of a building |
| Content Type | Text |
| Resource Type | Article |
