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The influence of deflections on the static and dynamic behaviour of masonry columns

This paper studies the influence of bending deflections on the structural behaviour of masonry columns. Some explicit solutions are presented, and the combined effects of the constitutive and geometric nonlinearities are investigated through an iterative numerical procedure. The results show that considering second-order effects affects both the collapse load and the dynamical properties of masonry beams significantly.

preprint2021arXivOpen access
M. GirardiC. PadovaniD. Pellegrini
Computational Engineering, Finance, and Science
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Open access3 authors1 topic
Imported metadata coverageMissing code, dataset, citation and institution fields are tracked without dominating the paper.Details
Citations: 0Reviews: 0Saves: 0Code: not linkedDataset: not linkedInstitutions: 0

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M. GirardiC. PadovaniD. Pellegrini

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