Every reference with a DOI in the deposited reference list resolved to a known
work in Crossref or DataCite at the dated check, and none carried a retraction,
withdrawal, or removal notice.
The 247 checked references that resolve
resolves10.1007/s10518-014-9686-xAcquiring reference parameters of masonry for the structural performance analysis of historical buildings
resolves10.1061/(ASCE)MT.1943-5533.0000685Compressive, Flexural Bond, and Shear Bond Strengths of In Situ New Zealand Unreinforced Clay Brick Masonry Constructed Using Lime Mortar between the 1880s and 1940s
resolves10.1007/s10518-014-9648-3Sensitivity analysis for setting up the investigation protocol and defining proper confidence factors for masonry buildings
resolves10.1016/j.engfailanal.2017.11.013UB-ALMANAC: An adaptive limit analysis NURBS-based program for the automatic assessment of partial failure mechanisms in masonry churches
resolves10.3390/s150818360From Laser Scanning to Finite Element Analysis of Complex Buildings by Using a Semi-Automatic Procedure
resolves10.1016/j.engstruct.2017.10.026An integrated Terrestrial Laser Scanner (TLS), Deviation Analysis (DA) and Finite Element (FE) approach for health assessment of historical structures. A minaret case study
resolves10.1016/j.ijsolstr.2015.02.042Gradient-based adaptive discontinuity layout optimization for the prediction of strength properties in matrix–inclusion materials
resolves10.1007/s10518-014-9674-1PERPETUATE guidelines for seismic performance-based assessment of cultural heritage masonry structures
resolves10.1002/eqe.2574Out‐of‐plane strength reduction of unreinforced masonry walls because of in‐plane damages
resolves10.1617/s11527-016-0888-3Experimental characterization and detailed micro-modeling of multi-perforated clay brick masonry structural response
resolves10.1016/j.matdes.2017.01.019Shear response of partially-grouted reinforced masonry walls with a central opening: Testing and detailed micro-modelling
resolves10.1002/nme.1728Combining interface damage and friction in a cohesive‐zone model
resolves10.1002/eqe.3032Using the applied element method for modelling calcium silicate brick masonry subjected to in‐plane cyclic loading
resolves10.1016/j.euromechsol.2015.12.008Discrete approaches for the nonlinear analysis of in plane loaded masonry walls: Molecular dynamic and static algorithm solutions
resolves10.1002/nme.3046A non‐linear interface element for 3D mesoscale analysis of brick‐masonry structures
resolves10.1002/nme.5728Enhanced mesoscale partitioned modelling of heterogeneous masonry structures
resolves10.1002/eqe.2714Multi‐directional response of unreinforced masonry walls: experimental and computational investigations
resolves10.1002/eqe.3024Numerical study on factors that influence the in‐plane drift capacity of unreinforced masonry walls
resolves10.1002/eqe.185Numerical prediction of the earthquake response of classical columns using the distinct element method
resolves10.1108/eb023855DISCONTINUOUS DEFORMATION ANALYSIS: A NEW NUMERICAL MODEL FOR THE STATICS AND DYNAMICS OF DEFORMABLE BLOCK STRUCTURES
resolves10.1016/j.engstruct.2016.04.001Seismic vulnerability of ancient stone arches by using a numerical model based on the Non-Smooth Contact Dynamics method
resolves10.1016/j.ijsolstr.2017.06.006A 3D microstructured cohesive–frictional interface model and its rational calibration for the analysis of masonry panels
resolves10.1016/j.ijsolstr.2005.02.010Three-dimensional limit analysis of rigid blocks assemblages. Part I: Torsion failure on frictional interfaces and limit analysis formulation
resolves10.1016/j.ijsolstr.2005.02.011Three-dimensional limit analysis of rigid blocks assemblages. Part II: Load-path following solution procedure and validation
resolves10.1007/s00419-013-0755-4Limit analysis by linear programming of 3D masonry structures with associative friction laws and torsion interaction effects
resolves10.1007/s00466-006-0151-9Heterogeneous upper-bound finite element limit analysis of masonry walls out-of-plane loaded
resolves10.1007/BF01559418Constitutive equation and compatibility of the external loads for linear elastic masonry-like materials
resolves10.1016/0008-8846(76)90007-7Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements
resolves10.1016/j.jobe.2018.03.021Collapse investigation of the Arquata del Tronto medieval fortress after the 2016 Central Italy seismic sequence
resolves10.1007/s10518-016-9892-9A numerical study on seismic risk assessment of historic masonry towers: a case study in San Gimignano
resolves10.1016/j.engfailanal.2015.03.016Failure analysis of seven masonry churches severely damaged during the 2012 Emilia-Romagna (Italy) earthquake: Non-linear dynamic analyses vs conventional static approaches
resolves10.1016/j.engstruct.2016.02.048Comprehensive FE numerical insight into Finale Emilia Castle behavior under 2012 Emilia Romagna seismic sequence: Damage causes and seismic vulnerability mitigation hypothesis
resolves10.1016/j.compstruc.2018.12.001Seismic assessment of interacting structural units in complex historic masonry constructions by nonlinear static analyses
resolves10.1080/15583058.2017.1323245An Enhanced Finite Element Macro-Model for the Realistic Simulation of Localized Cracks in Masonry Structures: A Large-Scale Application
resolves10.1080/15583058.2011.588987Seismic Assessment of a Medieval Masonry Tower in Northern Italy by Limit, Nonlinear Static, and Full Dynamic Analyses
resolves10.1016/j.ijsolstr.2014.10.007Three dimensional homogenization of masonry structures with building blocks of finite strength: A closed form strength domain
resolves10.1007/s11012-017-0665-6Homogenization towards a mechanistic Rigid Body and Spring Model (HRBSM) for the non-linear dynamic analysis of 3D masonry structures
resolves10.1007/s00466-015-1230-6Regularization of first order computational homogenization for multiscale analysis of masonry structures
resolves10.1016/j.compositesb.2017.12.025A multiscale damage analysis of periodic composites using a couple-stress/Cauchy multidomain model: Application to masonry structures
resolves10.1007/BF02480408A micromechanical model for linear homogenization of brick masonry
resolves10.1007/BF00429930Cosserat and Cauchy materials as continuum models of brick masonry
resolves10.1016/j.euromechsol.2017.06.011A limit analysis approach based on Cosserat continuum for the evaluation of the in-plane strength of discrete media: Application to masonry
resolves10.1002/eqe.670Rigid element model for in‐plane dynamics of masonry walls considering hysteretic behaviour and damage
resolves10.1002/nme.1799An enhanced multi‐scale approach for masonry wall computations with localization of damage
resolves10.1002/zamm.201000031Second‐order computational homogenization of heterogeneous materials with periodic microstructure
resolves10.1016/j.cma.2011.11.020Computational two-scale homogenization of periodic masonry: Characteristic lengths and dispersive waves
resolves10.1016/j.ijsolstr.2005.03.037Macroscopic modelling of structured materials: Relationship between orthotropic Cosserat continuum and rigid elements
resolves10.1002/nme.3018A coupled two‐scale computational scheme for the failure of periodic quasi‐brittle thin planar shells and its application to masonry
resolves10.1016/j.cma.2016.10.046Multiscale computational first order homogenization of thick shells for the analysis of out-of-plane loaded masonry walls
resolves10.1016/j.cma.2007.06.021Multilevel approach for brick masonry walls – Part I: A numerical strategy for the nonlinear analysis
resolves10.1002/nme.3286Multiscale domain decomposition analysis of quasi‐brittle heterogeneous materials
resolves10.1016/j.jobe.2017.03.004Uses and limits of the Equivalent Frame Model on existing unreinforced masonry buildings for assessing their seismic risk: A review
resolves10.1007/s10518-016-9985-5Unreinforced masonry walls with irregular opening layouts: reliability of equivalent-frame modelling for seismic vulnerability assessment
resolves10.1002/eqe.2195Seismic capacity of irregular unreinforced masonry walls with openings
resolves10.1002/eqe.770Non‐linear seismic analysis and vulnerability evaluation of a masonry building by means of the SAP2000 V.10 code
resolves10.1080/15583058.2010.490616A Beam Finite Element for Nonlinear Analysis of Masonry Elements With or Without Fiber-Reinforced Plastic (FRP) Reinforcements
resolves10.1002/eqe.2594Advanced frame element for seismic analysis of masonry structures: model formulation and validation
resolves10.1002/eqe.2335A nonlinear macroelement model for the seismic analysis of masonry buildings
resolves10.1002/eqe.3091Assessment of the dynamic response of unreinforced masonry structures using a macroelement modeling approach
resolves10.1002/eqe.2759A macro‐model with nonlinear springs for seismic analysis of URM buildings
resolves10.1177/0266351116661814Extension of thrust network analysis with joints consideration and new equilibrium states
resolves10.1016/j.jobe.2017.08.005Seismic-induced damage in historical masonry vaults: A case-study in the 2012 Emilia earthquake-stricken area
resolves10.1007/s11012-017-0637-xA fast and general upper-bound limit analysis approach for out-of-plane loaded masonry walls
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no DOI — not checkedPage A (1981) The biaxial compressive strength of brick masonry. Proc Inst Civ Eng 71(3):893–906
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no DOI — not checkedPage A (1983) The strength of brick masonry under biaxial tension-compression. Int J Mason Constr 3(1):26–31
no DOI — not checkedMessali F, Esposito R, Jafari S, Ravenshorst G, Korswagen P, Rots JG (2018) A multiscale experimental characterization of dutch unreinforced masonry buildings. In: Proceedings of the 16th European conference on earthquake engineering, 16ECEE
no DOI — not checkedBosiljkov V, Bokan-Bosiljkov V, Strah B, Velkavr J, Cotič P (2010) Review of innovative techniques for the knowledge of cultural assets (geometry, technologies, decay). PERPETUATE (EC-FP7 project), Deliverable D6
no DOI — not checkedRecommendations for the analysis, conservation and structural restoration of architectural heritage, International scientific committee for analysis and restoration of structures of architectural heritage, ratified as ICOMOS document by the General Assembly in Zimbabwe (2003)
no DOI — not checkedEurocode 8 - Design of structures for earthquake resistance. Part 3: Assessment and retrofitting of buildings, Brussels, Belgium (2005)
no DOI — not checkedDirettiva del Presidente del Consiglio dei Ministri 9 febbraio 2011. Valutazione e riduzione del rischio sismico del patrimonio culturale con riferimento alle Norme tecniche per le costruzioni di cui al D.M. 14/01/2008
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no DOI — not checkedCerone M, Croci G, Viskovic A (2000) The structural behaviour of colosseum over the centuries. In: More than two thousand years in the history of architecture
no DOI — not checkedMacchi G, Ruggeri G, Eusebio M, Moncecchi M (1993) Structural assessment of the leaning tower of pisa. In: IABSE reports. IABSE Internationa Association for Bridge, pp 401–401
no DOI — not checkedClough RW, Penzien J (2003) Dynamics of Structures, (revised). Computers and Structures, Inc., Berkeley, Calif
no DOI — not checkedHuerta S (2001) Mechanics of masonry vaults: The equilibrium approach. SAHC 2001
no DOI — not checkedGiuffrè A, Carocci C (1993) Statica e dinamica delle costruzioni murarie storiche. pp 539–598
no DOI — not checkedRots J (1991) Numerical simulation of cracking in structural masonry. Heron 36(2):49–63
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no DOI — not checkedCundall PA (1980) UDEC-A generalised distinct element program for modelling jointed rock., tech. rep., Cundall (Peter) Associates Virginia Water (England)
no DOI — not checkedBaggio C, Trovalusci P (1998) Limit analysis for no-tension and frictional three-dimensional discrete systems. J Struct Mech 26(3):287–304
no DOI — not checkedBruggi M, Taliercio A (2018) Analysis of 3D no-tension masonry-like walls. In: European mechanics society ESMC 2018
no DOI — not checkedRots J, Messali F, Esposito R, Jafari S, Mariani V (2016) Computational modeling of masonry with a view to groningen induced seismicity. In: 10th international conference on Structural Analysis of Historical Constructions, SAHC, pp 13–15
no DOI — not checkedPapa E (1996) A unilateral damage model for masonry based on a homogenisation procedure. Mech Cohes-Friction Mater Int J Exp Model Comput Mater Struct 1(4):349–366
no DOI — not checkedCalderini C, Lagomarsino S (2006) A micromechanical inelastic model for historical masonry. J Earthq Eng 10(04):453–479
no DOI — not checkedAugenti N (2006) Seismic behaviour of irregular masonry walls. In: Proceedings of the 1st European conference on earthquake engineering and seismology
no DOI — not checkedCalderoni B, Cordasco EA, Sandoli A, Onotri V, Tortoriello G (2015) Problematiche di modellazione strutturale di edifici in muratura esistenti soggetti ad azioni sismiche in relazione all’utilizzo di software commerciali. Atti del XVI convegno ANIDIS. L’Aquila, Italia
no DOI — not checkedDolce M (1991) Schematizzazione e modellazione degli edifici in muratura soggetti ad azioni sismiche. L’Industria delle costruzioni 25(242):44–57
no DOI — not checkedTomaževič M (1978) The computer program POR. Report ZRMK
no DOI — not checkedCalderoni B, Marone P, Pagano M (1987) Modelli per la verifica statica degli edifici in muratura in zona sismica. Ingegneria sismica 3:19–27
no DOI — not checkedMagenes G, Fontana A (1998) Simplified non-linear seismic analysis of masonry buildings. Proc Br Masonry Soc 8:190–195
no DOI — not checkedPenelis GG (2006) An efficient approach for pushover analysis of unreinforced masonry (URM) structures. J Earthq Eng 10(03):359–379
no DOI — not checkedLagomarsino S, Penna A, Galasco A, Cattari S (2012) TREMURI program: Seismic analyses of 3D masonry buildings. Release 2.0, University of Genoa (mailto: tremuri@gmail.com)
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no DOI — not checkedGambarotta L, Lagomarsino S (1996) On the dynamic response of masonry panels. In: Proceedings of the national conference on masonry mechanics between theory and practice, Messina, 18–20 Sept 1996, pp 451–462
no DOI — not checkedBrencich A, Lagomarsino S (1998) A macroelement dynamic model for masonry shear walls. In: Computer methods in structural masonry, pp 67–75
no DOI — not checkedBlock P, Ochsendorf J (2007) Thrust network analysis: a new methodology for three-dimensional equilibrium. J Int Assoc Shell Spat Struct 48(3):167–173
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no DOI — not checkedOrdinanza del Presidente del Consiglio dei Ministri (OPCM). Norme tecniche per il progetto, la valutazione e l’adeguamento sismico degli edifici (2005)
no DOI — not checkedCircolare 2009. Circolare n. 617 del 02/02/2009. Istruzioni per l’applicazione delle nuove Norme Tecniche per le Costruzioni di cui al D.M. del 14/01/2008
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