In-plane strength of unreinforced masonry piers.
The definition of adequate simplified models to assess the in-plane load-bearing capacity of masonry piers, in terms of both strength and displacement, plays a fundamental role in the seismic verification of masonry buildings. In this paper, a critical review of the most widespread strength criteria...
| Published in: | Earthquake engineering & structural dynamics. 38, 2 (2009). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |