A numerical insight into the reliability of seismic strength models for masonry piers and spandrels

Michele Betti,Luciano Galano,Francisco J. Pallarés

Engineering Failure Analysis（2023）

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摘要

•Failure analysis of old masonry structures.•Reliability of strength models for masonry piers and spandrels.•Evaluation of damage pattern with advanced numerical FE simulations.•Comparison between unreinforced and strengthened masonry walls.•In-plane strength of masonry wall: comparison between Codes and FE model results.

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关键词

Brick, Masonry, Seismic analysis, FE analysis, Failure analysis, Piers, Spandrels, Strength models

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