S09 668: SIMPLIFIED NUMERICAL MODELLING OF STRUCTURAL UNITS INTO MASONRY BUILDING COMPOUNDS: AN EQUIVALENT FRAME METHOD BASED APPROACH
Antonio Formisano1, Alfredo Massimilla1, Marianna Formisano2 and Gabriele Milani2 1) Department of Structures for Engineering and Architecture, University of Naples “Federico II” Piazzale V. Tecchio, 80 – 80125 Naples (Italy) […]
S09 672: FEASIBILITY ANALYSIS OF THE SIMULATION OF THE PHYSICAL DURABILITY OF JOINT REPAIR FOR TRADITIONAL BRICK MASONRY
Nathalie Van Roy1, Els Verstrynge1, Hans Janssen2, Evy Vereecken2, and Koen Van Balen3 1) Department of Civil Engineering, Building Materials and Technology Section, KU Leuven Kasteelpark Arenberg 40, box 2448, […]
S10 042: A NUMERICAL INVESTIGATION OF THE COMPRESSIVE STRENGTH OF MASONRY USING THE DISCRETE ELEMENT METHOD
Vasilis Sarhosis1, and José V. Lemos2 1) Assistant Professor School of Engineering, Newcastle University, NE1 3AB, Newcastle Upon Tyne, UK e-mail: vasilis.sarhosis@newcastle.ac.uk 2) Principal Researcher National Laboratory of Civil Engineering, […]
S10 432: CLOSED-FORM EXPRESSIONS FOR THE MACROSCOPIC ELASTIC CONSTANTS OF FLEMISH BOND MASONRY WALLS
Alberto Taliercio1 1) Dept. of Civil and Environmental Engineering, Politecnico di Milano Piazza Leonardo da Vinci 32, 20133 Milan (Italy) e-mail: alberto.taliercio@polimi.it Keywords: Masonry, Flemish bond, Homogenization, Elastic constants, Method […]
S10 502: EXPERIMENTAL-NUMERICAL STRATEGIES FOR THE CALIBRATION OF DETAILED MASONRY MODELS
Corrado Chisari1, Lorenzo Macorini1, Bassam A. Izzuddin1, and Claudio Amadio2 1) Department of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, United Kingdom e-mail: {c.chisari12, l.macorini, b.izzuddin}@imperial.ac.uk 2) […]
S10 515: AN ADAPTIVE MULTISCALE APPROACH FOR MODELING FAILURE IN UNREINFORCED MASONRY STRUCTURES
Cedric Driesen*, and Bram Vandoren Construction Engineering Research Group, Hasselt University Diepenbeek, Belgium *e-mail: cedric.driesen@uhasselt.be Keywords: Masonry, Multiscale, Homogenization, Efficiency. Abstract. Masonry consists of bricks and mortar, each having different […]
S10 523: MODELLING OF NONLINEAR BEHAVIOUR AT HIGH TEMPERATURE OF REFRACTORY MASONRIES WITHOUT MORTAR
Nassima Yahmi1, Lucas B. Teixeira2, Alain Gasser1 and Eric Blond1 1) Univ. Orléans, Univ. Tours, INSA CVL, LaMé (EA 7494) Polytech Orléans, 8 rue Léonard de Vinci, 45072 Orléans Cedex […]
S10 538: NUMERICAL ANALYSES OF MORTAR INCORPORATING THE VARIATION IN POISSON’S RATIO WITH INCREASING AXIAL LOAD
André Lübeck1, Gihad Mohamad2, Fernando S. Fonseca3, Alisson S. Milani4and Humberto R. Roman5 1) Professor, Department of Structures and Civil Engineering, Federal University of Santa Maria, Brazil e-mail: andrelubeck@gmail.com 2) […]
S10 554: ON THE DEGRADING/HYSTERETIC RESPONSE OF MASONRY UNDER SEISMIC LOADS
Domenico Liberatore1, Daniela Addessi2, and Marialuigia Sangirardi2 1) Department of Structural and Geotechnical Engineering, „Sapienza‟ University of Rome, Rome, Italy Via Gramsci 53, 00197 Rome, Italy e-mail: domenico.liberatore@uniroma1.it 2) Department […]
S10 599: SIMPLIFIED TWO-STEP HOMOGENIZATION MODEL FOR FULL SCALE FRCM REINFORCED MASONRY PANELS OUT-OF-PLANE LOADED
Elisa Bertolesi1, Gabriele Milani2, and Bahman Ghiassi3 1) ICITECH, Instituto de Ciencia y Tecnología del Hormigón, Universitat Politècnica de Valencia Camino de Vera s/n 46022, Valencia (Spain) elber4@upv.es 2) Dept. […]
S10 615: TWO-LEVEL HYGRO-THERMO-MECHANICAL ANALYSIS OF MASONRY ON PC CLUSTERS
T. Krejčí1, J. Kruis2, M. Šejnoha2, and T. Koudelka2 1) Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague Thákurova 7, 16629 Praha 6, Prague, Czech Republic […]
S10 618: QUASI-STATIC ANALYSIS OF AN ENGLISH-BOND MASONRY STRUCTURE: TWO-STEP HOMOGENIZED BASED APPROACH VS MACROSCOPIC MODEL
Luís C. Silva1, Paulo B. Lourenço2, and Gabriele Milani3 1 PhD Candidate Dept. of Civil Engineering, ISISE, University of Minho, Azurém, 4800-058 Guimarães, Portugal luisilva.civil@gmail.com 2 Full Professor Dept. of […]