Use of incompatible displacement modes in a finite element model to analyze the dynamic behavior of unreinforced masonry panels

DOI10.1016/0045-7949(94)00590-YzbMath0900.73776OpenAlexW2157593277MaRDI QIDQ4377877

R. Cerioni, Roberto Brighenti, Gianmaria Donida

Publication date: 1 November 1998

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(94)00590-y

Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45) Finite element methods applied to problems in solid mechanics (74S05)

Related Items (3)

A new discontinuous FE formulation for crack path prediction in brittle solids ⋮ A numerical model for nonlinear dynamic analysis of slender masonry structures ⋮ Processes in Masonry Bodies and the Dynamical Significance of Collapse

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