Structural analysis of masonry historical constructions. Classical and advanced approaches
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Publication:1958613
DOI10.1007/s11831-010-9046-1zbMath1356.74133OpenAlexW2078788658WikidataQ57553273 ScholiaQ57553273MaRDI QIDQ1958613
Giuseppe Gariup, Luca Pela', Pere Roca, Miguel Cervera
Publication date: 4 October 2010
Published in: Archives of Computational Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s11831-010-9046-1
Finite element methods applied to problems in solid mechanics (74S05) Thin bodies, structures (74K99)
Related Items (15)
Isogeometric analysis: a powerful numerical tool for the elastic analysis of historical masonry arches ⋮ Limit analysis by linear programming of 3D masonry structures with associative friction laws and torsion interaction effects ⋮ A macro-block model for in-plane loaded masonry walls with non-associative Coulomb friction ⋮ A new numerical approach for determining optimal thrust curves of masonry arches ⋮ Topology optimization for reinforcement of no-tension structures ⋮ Continuum damage model for orthotropic materials: application to masonry ⋮ 3D macro and micro-block models for limit analysis of out-of-plane loaded masonry walls with non-associative Coulomb friction ⋮ Inelastic anisotropic constitutive models based on evolutionary linear transformations on stress tensors with application to masonry ⋮ Design of self-supporting surfaces with isogeometric analysis ⋮ Complementarity problems in structural engineering: an overview ⋮ Parametric design of masonry vaults based on structural affinity ⋮ Heterogeneously resistant elastic-brittle solids under multi-axial stress: fundamental postulates and bounding theorems ⋮ Multiscale computational first order homogenization of thick shells for the analysis of out-of-plane loaded masonry walls ⋮ An enriched Bouc-Wen model with damage ⋮ A two-level macroscale continuum description with embedded discontinuities for nonlinear analysis of brick/block masonry
Uses Software
Cites Work
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- Hooke's cubico–parabolical conoid
- Funicular analysis of masonry vaults
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