ID1390: Behaviour of unreinforced masonry columns subjected to eccentric compression in one and in two directions
KLOUDA, JAROMIR K.1 1) Assoc. Prof. Dr. EURing., Technical and Test Institute for Construction Prague, Head of RDI Dept., klouda@tzus.cz The clay blocks of sophisticated large perforated cross sections […]
ID1392: Micromodel fracture simulations for validating a masonry macromodel
LANGE, STEFFI1; BRETSCHNEIDER, NICK2; SLOWIK, VOLKER3 1 Dipl.-Ing. (FH), Leipzig University of Applied Sciences, Germany, slange2@fbb.htwk-leipzig.de 2 Dr.-Ing., Leipzig University of Applied Sciences, Germany, nick.bretschneider@htwk-leipzig.de The presented work is […]
ID1397: Masonry response to tunnelling: A sensitivity study on the effect of cracking and building weight
GIARDINA, GIORGIA1; DEJONG, MATTHEW2; MAIR, ROBERT3 1) Research Associate, University of Cambridge, Department of Engineering, gg376@eng.cam.ac.uk 2) Lecturer, University of Cambridge, Department of Engineering, mjd97@eng.cam.ac.uk 3) Professor, University of Cambridge, […]
ID1407: Structural characterization of “tabique” walls from the historic centre of Viseu
PINTO, RAFAEL1; PADRÃO, JOSÉ2; 1) Master in Construction and Rehabilitation Engineering, Polytechnic Institute of Viseu, pinto.rafael90@gmail.com 2) Adjunct Professor, DEC-Polytechnic Institute of Viseu, jpadrao@dcivil.estv.ipv.pt “Tabique” walls, a technique of […]
ID1410: Stiffness degradation of brick masonry subjected to uniaxially cyclic compressive loads
JAN KUBICA1; IWONA GALMAN2 1) Full Professor, Silesian University of Technology, Department of Structural Engineering, jan.kubica@polsl.pl The degradation process of masonry is not only observed in cases of cyclic […]
ID1412: Vulnerability of masonry arches under increasing embrace displacements
COCCIA SIMONA; DI CARLO FABIO1; IANNIRUBERTO UGO; RINALDI ZILA 1) Fabio Di Carlo, University of Rome “Tor Vergata”, Department of Civil Engineering, di.carlo@ing.uniroma2.it Masonry arch systems and vaulted structures […]
ID1414: Quantification of parameters for the evaluation of the geometric irregularity of stone masonry walls
ALMEIDA, CELESTE1; GUEDES, JOÃO PAULO2; ARÊDE, ANTÓNIO3; COSTA, ANÍBAL4 1) Researcher, FEUP, Department of Civil Engineering , celeste.almeida@fe.up.pt 2) Assistant Professor, FEUP, Department of Civil Engineering, jguedes@fe.up.pt 3) Associate Professor, […]
ID1416: Analysis of masonry arch bridges using DEM with two distinct mesh generations
ROUXINOL, GILBERTO1; MORAIS, MARIA2 1) Assistant Professor, INESC Coimbra & Polytechnic Institute of Viseu, rouxinol@estv.ipv.pt 2) Master in Construction and Rehabilitation Engineering, mariajcmorais@gmail.com A numerical analysis of masonry arch […]
ID1430: Analysis of bed joint influence on masonry modulus of elasticity
ZAVALIS, R.1; JONAITIS, B.2; LOURENÇO, P.B. 3 1) PhD, Vilnius Gediminas Technical University, Department of Reinforced Concrete and Masonry Structures, Lithuania, robertas.zavalis@vgtu.lt 2) PhD, Associate Professor, Vilnius Gediminas Technical University, […]
ID1432: Discrete Element Method to assess the 2D failure of dry stone retaining walls
OETOMO J.J.1, VINCENS E.2, DEDECKER F.3, MOREL J.-C.4 1 PhD Student, Ecole Centrale de Lyon, Laboratoire de Tribologie et Dynamique des Systèmes, james.oetomo@ec-lyon.fr 2 Dr, Ecole Centrale de Lyon, Laboratoire […]
ID1435: Load-deformation calculations of uniaxially loaded masonry using the classical compression field model
MARIUS, WEBER1; HARTWIG, STEMPFLE2 1) MSc, University of Applied Sciences and Arts Lucerne, marius.weber@hslu.ch 2) Dr. Prof., University of Applied Sciences and Arts Lucerne, hartwig.stempfle@hslu.ch In the present article […]
ID1441: Discontinuous analysis of soil-arch interaction in masonry arch bridges
AHMAD, SYED1; SWIFT, GARETH2; LEVINGSHAN, AUGUSTHUS NELSON3; 1) Mr, University of Salford, School of Computing, Science and Engineering, s.h.s.ahmad@edu.salford.ac.uk 2) Dr, University of Salford, School of Computing, Science and […]