Volume 3,J – 153: Seismic strengthening and repair of typical stone masonry historical buildings in Bosnia and Herzegovina
Author HRASNICA, M. and ZLATAR, M. Faculty of Civil Engineering, University of Sarajevo, Bosnia and Herzegovina KULUKCIJA, S. and HUMO, M. Interprojekt d.o.o. Mostar, Bosnia and Herzegovina MADZAREVIC, M. Faculty […]
Volume 3, I – 323: Shear resistance of Adobe masonry enhanced by fibre reinforced clay bricks, optimised brick surfaces and additives to the clay mortar
Author JÄGER, W. Chair of Structural Design, TU Dresden, Germany BRAUN, J Consulting Office Prof. Fink Radebeul, formerly Chair of Structural Design, TU Dresden, Germany Abstract Adobe masonry is commonly […]
Volume 3, I – 320: Leaching behaviour of renderings and mortars
Author NEBEL, H. RWTH Aachen University, Institute of Building Materials Research SCHERER, C. and SCHWITALLA, C. and SCHWERD, R. Fraunhofer Institute, Institute for Building Physics VOLLPRACHT, A. and BRAMESHUBER, W. […]
Volume 3, I – 313: Simulating damage and creep interaction in masonry columns considering interface debonding
Author FAN, T. and KIM, J. J. and REDA TAHA, M. M. University of New Mexico, Department of Civil Engineering SHRIVE, N. G. University of Calgary, Department of Civil Engineering […]
Volume 3, I – 307: The influence of the bed joint reinforcement on the mortar´s and brick´s strains
Author DROBIEC, L The Silesian University of Technology, Gliwice, Poland, Dept. of Building Structures, Faculty of Civil Engineering Abstract In the paper there were presented the tests results of the […]
Volume 3, I – 302: Bond strength: What is influencing the bond strength? In what way is the bond strength influencing the masonry properties?
Author KJÆR, E. Danish Technological Institut Abstract Based on a bibliographic study the paper will deal with different aspects of bond strength. The bond strength is defined as the effect […]
Volume 3, I – 284: Probabilistic approach for calculating the ultimate strength of unreinforced masonry in horizontal bending
Author VACULIK, J.; GRIFFITH, M. Department of Civil, Environmental and Mining Engineering, University of Adelaide Abstract Unreinforced masonry subjected to horizontal bending can fail by two distinct modes: stepped failure, […]
Volume 3, I – 215: Improving the seismic performance of masonry buildings by flat-truss bed-joint reinforcement
Author PENNA, A. EUCENTRE, Pavia MENON, A. and MAGENES, G. University of Pavia, Department of Structural Mechanics Abstract In-plane cyclic tests on masonry piers show that the capacity of bed […]
Volume 3, I – 207: Computational modelling of clay brickwork walls containing openings
Author SARHOSIS, V. and SHENG, Y. School of Civil Engineering, University of Leeds, UK GARRITY, S. W Hoffman Wood Professor of Architectural Engineering, School of Civil Engineering, University of Leeds, […]
Volume 3, I – 139: Frost resistance of clay masonry units: in-depth experimental study of the European method
Author SMITS, A. and GREGOIRE, Y. Belgian Building Research Institute (BBRI), Division of Materials TIRLOCQ, J. and LEFORT, V. and ANDRE, S Belgian Ceramic Research Center (BCRC), Research Department Abstract […]
Volume 3, I – 129: Graphs for the design of braced load bearing masonry walls
Author WIJTE, S. N. M Adviesbureau ir. J.G. Hageman B.V. – Rijswijk the Netherlands Abstract In the Dutch code for the structural design of masonry structures, a simplified method is […]
Volume 3, I – 123: Influence of torsion on flexural strength of masonry
Author SCHMIDT, U. Materialprüfungs- und Versuchsanstalt Neuwied HANNAWALD, J. and BRAMESHUBER, W. RWTH Aachen University, Institute of Building Materials Research (ibac) Abstract At the Institute of Building Materials Research (ibac) […]