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

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arxiv 2110.01370 v1 pith:BS2EVL6D submitted 2021-09-21 cs.CE

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

classification cs.CE
keywords masonrybehaviourcolumnsdeflectionseffectsinfluenceaffectsbeams
verification ladder T0 review T1 audit T2 compute T3 formal T4 reserved
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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.

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