Numerical evaluation of Masonry-Infill Frames: Analysis of lateral strength and failure modes on meso scale
Author:
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference76 articles.
1. Behavior and failure mechanisms of masonry-infilled RC frames (in low-rise buildings) subject to lateral loading;Basha;Eng Struct,2016
2. Evaluation of the infill influence on the elastic period of existing RC frames;Perrone;Eng Struct,2016
3. Performance of buildings with masonry infill walls during the 2011 Lorca earthquake;Hermanns;Bull Earthq Eng,2014
4. Performance of masonry buildings during the Emilia 2012 earthquake;Penna;Bull Earthq Eng,2014
5. Performance-based interpretation of in-plane cyclic tests on RC frames with strong masonry infills;Morandi;Eng Struct,2018
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3. Mesoscale numerical modeling of unreinforced masonry wall response to underground dynamic loads: A comparative study utilizing FEM and DEM;Structures;2024-05
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5. Computational modelling of historic masonry railroad arch bridges;Computers & Structures;2024-01
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