Search results for "Masonry"

showing 10 items of 164 documents

The global cracking laws for a finite-element model of no-tension material

1992

Abstract For perfect no-tension materials (NRT) the validity of the local stability postulate of Drucker, well known in plasticity, has been assumed so far and utilized to derive the local cracking laws, which relate cracking strain states and stress states to each other. On this base a finite-element (FE) model with suitable constitutive behaviour for the single FE is presented. Classical FE approaches enforce the cracking laws at the Gauss points of the FEs. In this work it is shown that taking into account cracking strains, suitably modelled, over the whole domain of the FE and making use of an energy approach lead to general cracking laws describing the constitutive behaviour of the who…

Work (thermodynamics)Materials scienceTension (physics)business.industryApplied MathematicsMechanical EngineeringFracture mechanicsPlasticityMasonryFinite element methodStress (mechanics)CrackingMechanics of MaterialsLawbusinessInternational Journal of Non-Linear Mechanics
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Un établissement rural mérovingien à Delle "La queue au loup" (territoire de Belfort)

2010

This merovingian establishment discovered during an archaeological evaluation to the west of the town of Delle in the Belfort territory is located on the Batte hillside about 300 m from the large Gallo-roman domain on the opposite slope of the valley. This settlement is characterised by a large edifice built of stone and perishable materials, which replaces a timber framed building. The building covers 230 m2 and vestiges of the floors, partitions and interior fittings are preserved which is rare for the period. The analysis of phosphate levels has given indications as to the function of each room. The finds are modest, but they do date, along with radiocarbon analysis, the settlement from …

[SHS.ARCHEO] Humanities and Social Sciences/Archaeology and PrehistoryJura mountain range[SHS.ARCHEO]Humanities and Social Sciences/Archaeology and Prehistory6th-7th centuryvie-viie siècleédifice maçonnéanalyse de phosphateJurabogenPfostenbauphosphate analysisPhosphatanalyse6.-7. Jh.Timber framed buildingmasonryBâtiment sur poteauxhabitat isolé[ SHS.ARCHEO ] Humanities and Social Sciences/Archaeology and PrehistoryArc jurassienisolated settlementgemauertes Bauwerkisolierter Siedlungskomplex
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Constructive characters of the Western Sicilian masonry in the XVIII and XIX centuries

2016

La tradizione costruttiva di apparecchi murari nella Sicilia occidentale - soprattutto a causa dei frequenti terremoti che si verificarono a Palermo tra i secoli XVIII-XIX (il più distruttivo avvenuto nel 1726, seguito da quelli del 1751, e 1823) - impose la realizzazione di nuovi tipi di muratura che, nel rispetto dei precetti della regola dell'arte, suggeriscono metodi più severi di quella che si può definire la "buona" costruzione muraria, sia nella scelta dei materiali che nell'adozione di nuove tecniche costruttive. La cultura tecnica di quel tempo era in grado di definire metodi costruttivi, introducendo appropriati miglioramenti e sperimentazioni, che promossero nuove conoscenze, tec…

apparecchi murari tradizione costruttiva tecniche costruttive conoscenzaSettore ICAR/10 - Architettura TecnicaSicilia muratura portanteSicily masonry constructive system knowledge
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Strengthening of Masonry Columns with BFRCM or with Steel Wires: An Experimental Study

2016

Nowadays, innovative materials are more frequently adopted for strengthening historical constructions and masonry structures. The target of these techniques is to improve the structural efficiency with retrofitting methods while having a reduced aesthetical impact. In particular, the use of basalt fiber together with a cementitious matrix emerges as a new technique. This kind of fiber is obtained by basalt rock without other components, and consequently it could be considered a natural material, compatible with masonry. Another innovative technique for strengthening masonry columns consists of applying steel wires in the correspondence of mortar joints. Both techniques have been recently pr…

basalt fibers; steel wires; compression; confinement; experimental investigationMaterials science0211 other engineering and technologies02 engineering and technologyBiomaterialsexperimental investigation: basalt fiberlcsh:TP890-933lcsh:TP200-248021105 building & constructionRetrofittingGeotechnical engineeringFibersteel wiresDuctilitylcsh:QH301-705.5Civil and Structural Engineeringbusiness.industrylcsh:Chemicals: Manufacture use etc.Structural engineeringMasonry021001 nanoscience & nanotechnologyCompression (physics)compressionsteel wirelcsh:QC1-999basalt fibersSettore ICAR/09 - Tecnica Delle Costruzionilcsh:Biology (General)Mechanics of MaterialsBasalt fiberconfinementCeramics and Compositeslcsh:Textile bleaching dyeing printing etc.Mortar0210 nano-technologyCementitious matrixbusinesslcsh:PhysicsFibers
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Masonry structures subjected to tsunami loads: Modeling issues and application to a case study

2020

Abstract Tsunamis are among the most dangerous natural disasters for coastal areas experiencing tsunami hazard. One of the major concerns in the assessment of strategies for the risk mitigation is to estimate vulnerability of structures and infrastructures. However, reliable approaches for the evaluation of the structural capacity under tsunami loads are nowadays not always available for all the types of structures, especially masonry. On this aim, the paper deals with the modeling issues of 3D masonry structures subjected to tsunami loads and the effect on the structural behavior of different modeling approaches. First, a brief state of the art on the available studies is presented regardi…

business.industryComputer scienceBuilding and ConstructionStructural engineeringMasonryFinite element methodSeismic analysisSettore ICAR/09 - Tecnica Delle CostruzioniTsunami loadsTsunami hazardArchitectureTsunami modelingAnalysis softwareFinite element modelingMasonryMasonry structureSafety Risk Reliability and QualitybusinessNatural disasterRisk managementCivil and Structural EngineeringVulnerability (computing)Structures
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Effect of vertical loads on lateral response of infilled frames

2004

infilled frames masonry infills vertical load lateral stiffness lateral strength
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An integrated analytical approach to define the compositional and textural features of mortars used in the underwater archaeological site of castrum …

2019

This paper aims to carry out an archaeometric characterization of mortar samples taken from an underwater environment. The fishpond of the archaeological site of Castrum Novum (Santa Marinella, Rome, Italy) was chosen as a pilot site for experimentation. The masonry structures reached the maximum thickness at the apex of the fishpond (4.70 m) and consisted of a concrete conglomerate composed of slightly rough stones of medium size bound with non-hydraulic mortar. After sampling, for a complete characterization of selected mortar fragments, different and complementary techniques (stereomicroscopy, polarizing optical microscopy, and X-ray powder diffraction analysis) were carried out in order…

lcsh:QE351-399.2restoration02 engineering and technologyhydraulic-type mortars010502 geochemistry & geophysics01 natural sciencesUnderwater cultural heritageUnderwaterPozzolanaSettore GEO/09 -Georis. Miner.e Appl.Mineral.-Petrogr. per l'Ambi.ed i B.Cult.0105 earth and related environmental scienceslcsh:Mineralogybusiness.industrySampling (statistics)GeologyMasonryHydraulic-type mortars Minero-petrographic analysis Pozzolana Restoration021001 nanoscience & nanotechnologyGeotechnical Engineering and Engineering GeologyArchaeologyCharacterization (materials science)pozzolanaHomogeneousminero-petrographic analysisMortar0210 nano-technologybusinessGeology
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Intermediate Isolation System for the seismic retrofit of existing masonry buildings

2022

This paper deals with the potentials of Intermediate Isolation Systems (IIS) for retrofitting masonry buildings by means of a vertical extension, isolated at its base, and realized on the rooftop of the existing structure. By carefully defining the dynamic properties of the superstructure and isolation system, in previous papers the authors have demonstrated that this passive technique is able to reduce a priori the seismic demand on the existing building. For this reason, the non-linear behavior has been only assumed for the isolation system, with the masonry structure in the elastic field. This result has been validated by carrying out spectrum-compatible time history analyses on the 3D F…

masonry buildingsInter-story isolation systemseismic isolationnon-conventional tuned mass damperseismic retrofit
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Flexural behaviour of calcarenite masonry walls reinforced with FRP sheets

2015

The use of fiber-reinforced polymers (FRP) for structural strengthening has become increasingly popular in recent years. Several applications of FRP have been proposed and applied, depending on the target of the technique, kind and/or material of the structural member. In particular, because of their great tensile strength, FRP materials are commonly used to enhance the out-of-plane behaviour of masonry walls, allowing to increase their strength, ductility and improving safety against overturning. For these reasons, FRP laminates are often applied in vulnerable ancient buildings in seismic areas to reinforce façades and walls with poor structural features. However, some issues arise when ad…

masonry walls; FRP strengthening; out-of-plane loading.FRP strengtheningmasonry wallsmasonry walls FRP strengthening out-of-plane loading.out-of-plane loading
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Strengthening of masonry walls subjected to out-of-plane loads using CFRPs

2007

This paper presents an experimental investigation carried out on masonry panels subjected to axial load and bending moment in the plane of minor inertia. The masonry type consist of calcarenite ashlars and mortar joints; the reinforcement is made of Carbon Fibres Reinforced Polymer (CFRP) strips applied with the wet-lay-up system. Tests are carried out with controlled displacements. Results have been recorded at each step in terms of: horizontal force and corresponding displacements; moment and curvature at the base of the wall; strains on the CFRP strips near the base of reinforced specimens in order to observe the delamination phenomen. Comparison between the results relative to unreinfor…

masonry calcarenite CFRPSettore ICAR/09 - Tecnica Delle Costruzioni
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