New trends in the analysis of masonry structures
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Publication:1202546
DOI10.1007/BF00430043zbMath0773.73023OpenAlexW4236877928MaRDI QIDQ1202546
Publication date: 25 February 1993
Published in: Meccanica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/bf00430043
strain tensorfree boundary value problemconstrained constitutive equationHaar-Karman principlenon-regularity conditionnon-tension materials
Plastic materials, materials of stress-rate and internal-variable type (74C99) Elastic materials (74B99)
Related Items (11)
Collapse mechanisms and the existence of equilibrium solutions for masonry bodies ⋮ On the dynamic behaviour of masonry beam-columns: an analytical approach ⋮ A continuous material law for modeling thin-sheet piles and their frictional connection ⋮ Identification of the representative crack length evolution in a multi-level interface model for quasi-brittle masonry ⋮ Virtual displacements principle, existence and uniqueness for elastic no tension bodies ⋮ A two-dimensional homogenized model for a pile of thin elastic sheets with frictional contact ⋮ Modal analysis of masonry structures ⋮ Localized stress percolation through dry masonry walls. II: Modelling ⋮ An energetic view on the limit analysis of normal bodies ⋮ Processes in Masonry Bodies and the Dynamical Significance of Collapse ⋮ FREE LONGITUDINAL VIBRATIONS OF BIMODULAR BEAMS: A COMPARATIVE STUDY
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