Reference health
A 3D mesoscale damage-plasticity approach for masonry structures under cyclic loading
2 of 29 checkable references need attention · checked 2026-08-10
At the dated check, the references listed below either did not resolve in Crossref or DataCite, or carried a retraction notice. Each one is shown with the registry record that put it there.
9 without a DOI — not checked. A reference deposited without a DOI is never matched by title or guessed at; it stays outside the checked set, and this line discloses that.
References needing attention
does not resolve to a known work10.1002/nme.1415.
does not resolve to a known work10.1617/s11527-005-9050-3.
The 27 checked references that resolve
resolves10.1016/j.engstruct.2013.08.002
TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings
resolves10.1016/j.engstruct.2012.02.039
A new discrete element model for the evaluation of the seismic behaviour of unreinforced masonry buildings
resolves10.1061/(ASCE)0733-9445(1998)124:6(642)
Continuum Model for Masonry: Parameter Estimation and Validation
resolves10.1061/(ASCE)0733-9445(2008)134:2(209)
Continuum Model for In-Plane Anisotropic Inelastic Behavior of Masonry
resolves10.1016/j.conbuildmat.2012.07.014
An orthotropic damage model for the analysis of masonry structures
resolves10.1016/0008-8846(76)90007-7
Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements
resolves10.1002/nme.277
Micromechanical analysis of quasi‐brittle materials using fracture‐based interface elements
resolves10.1016/j.cma.2008.01.011
Consistent tangent formulation for 3D interface modeling of cracking/fracture in quasi-brittle materials
resolves10.1061/(ASCE)0733-9399(1997)123:7(660)
Multisurface Interface Model for Analysis of Masonry Structures
resolves10.1002/nme.4398
A cohesive element model for mixed mode loading with frictional contact capability
resolves10.1016/j.compstruc.2004.03.041
Implementation and validation of a constitutive model for the cyclic behaviour of interface elements
resolves10.1016/j.compstruc.2013.01.012
A three-dimensional cyclic meso-scale numerical procedure for simulation of unreinforced masonry structures
resolves10.1016/j.cma.2005.04.022
Thermodynamic-based interface model for cohesive brittle materials: Application to bond slip in RC structures
resolves10.1016/j.cma.2009.08.024
Damage and plasticity at the interfaces in composite materials and structures
resolves10.1080/17797179.2015.1096674
A 3D multiscale cohesive zone model for quasi-brittle materials accounting for friction, damage and interlocking
resolves10.1002/(SICI)1096-9845(199704)26:4<423::AID-EQE650>3.0.CO;2-#
DAMAGE MODELS FOR THE SEISMIC RESPONSE OF BRICK MASONRY SHEAR WALLS. PART I: THE MORTAR JOINT MODEL AND ITS APPLICATIONS
resolves10.1016/j.engfracmech.2008.06.005
A damage-plasticity interface approach to the meso-scale modelling of concrete subjected to cyclic compressive loading
resolves10.1016/j.advengsoft.2012.11.008
Nonlinear analysis of masonry structures using mesoscale partitioned modelling
resolves10.1002/nme.3046
A non‐linear interface element for 3D mesoscale analysis of brick‐masonry structures
resolves10.1080/15502287.2015.1043163
A Dual Super-Element Domain Decomposition Approach for Parallel Nonlinear Finite Element Analysis
resolves10.1061/(ASCE)CP.1943-5487.0000633
Mixed-Dimensional Coupling for Parallel Partitioned Nonlinear Finite-Element Analysis
resolves10.1061/(ASCE)0733-9445(2004)130:5(779)
Characterization of Cyclic Behavior of Dry Masonry Joints
resolves10.1061/(ASCE)0733-9445(2004)130:3(423)
Experimental Investigation of Unreinforced Brick Masonry Walls in Flexure
The 9 references without a DOI — listed, not checked
no DOI — not checkedMagenes G, Fontana A (1998) Simplified non-linear seismic analysis of masonry buildings. In: Proceedings of Brick Masonry Society No 8:190–195
no DOI — not checkedMacorini L, Izzuddin B (2013) Enhanced mesoscale partitioned modelling for unreinforced masonry structures. In: Proceedings of the 14th international conference on civil, structural and environmental engineering computing. 3–6 September, Cagliari, Sardinia, Italy
no DOI — not checkedSimo JC, Hughes TJ (2006) Computational inelasticity. Springer, New York
no DOI — not checkedReinhardt HW (1984) Fracture mechanics of an elastic softening material like concrete. HERON 29(2):1984
no DOI — not checkedIzzuddin B (1991) Nonlinear dynamic analysis of framed structures. Ph.D. thesis, Imperial College, University of London
no DOI — not checkedAnthoine A, Magonette G, Magenes G (1995) Shear–compression testing and analysis of brick masonry walls. In: Proceedings of the 10th European conference on earthquake engineering, pp. 1657–1662
no DOI — not checkedBinda L, Tiraboschi C, Mirabella Roberti G, Baronio G, Cardani G (1996) Measuring masonry material properties: detailed results from an extensive experimental research, part i: Tests on masonry components. Rep 5
no DOI — not checkedDoherty KT (2000) An investigation of the weak links in the seismic ioad path of unreinforced masonry buildings. Ph.D. thesis, Faculty of Engineering at The University of Adelaide for the Degree of Doctor of Philosophy Department of Civil and Environmental Engineering, The University of Adelaide
no DOI — not checkedMagenes G, Kingsley GR, Calvi GM (1995) Seismic testing of a full-scale, two-story masonry building: test procedure and measured experimental response. Consiglio nazionale delle ricerche, Gruppo nazionale per la Difesa dai terremoti
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