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Volume 1, A – 181: The development of masonry reinforced by bond beams to resist lateral load

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author EDGELL, G. CERAM CORBETT, H. Wembley Innovation, UK Abstract The successful use of bond beams to subdivide the area of large walls and enhance their resistance to lateral load was described in 2008. In 2009 a Design Guide based upon the development work over a...

Volume 1, A – 179: FEM Analysis of orthotropic masonry walls via localized damage models

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author PELÀ, L. University of Bologna, DICAM Department CERVERA, M. and ROCA, P. Technical University of Catalonia, Department of Construction Engineering Abstract In finite element analysis of masonry structures, continuum damage models are generally combined with a...

Volume 1, A – 176: The theoretical basis of the MEXE method for masonry arch bridge assessment

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author WANG, J. University of the West of England (UK), School of the Built and Natural Environment MELBOURNE, C. University of Salford (UK), School of Computing, Science and Engineering TOMOR, A. University of the West of England (UK), School of the Built and Natural...

Volume 1, A – 169: Utilization of nano-silica in developing high performance masonry mortars

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author KORANY, Y.; BINDIGANAVILE, V. University of Alberta, Department of Civil and Environmental Engineering Abstract Higher masonry compressive strength values could be reached if the unit-to-mortar modular ratio is reduced by using higher elastic modulus mortars....

Volume 1, A – 118: A FE limit analysis software for FRP-reinforced masonry buildings subjected to horizontal loads

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author MILANI, G. Dipartimento di Ingegneria Strutturale, Politecnico di Milano, Milan, Italy MILANI, E. and TRALLI, A. Department of Engineering, University of Ferrara, Ferrara, Italy Abstract A 3D homogenized FE limit analysis software for the prediction of collapse...

Volume 1, A – 111: Prestress loss of high-strength calcium silicate element masonry with thin-layer mortar

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author VAN DER MEER, l. J.; MARTENS, D. R. W.; VERMELTFOORT, A. T. Eindhoven University of Technology, Structural Design Abstract At Eindhoven University of Technology, the behaviour of post-tensioned shear walls of high-strength silicate element (CASIEL) masonry with...

Volume 1, A – 108: Glass, a partial replacement of cement in concrete blocks

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author MIHALJEVIC, S. N; McMaster University, Civil Engineering CHIDIAC, S. E; School of Engineering Practice, Civil Engineering, McMaster University Abstract Dry-cast concrete masonry block production utilizes aggregates, which are a non-renewable natural material,...

Volume 1, A – 105: Variation in shear properties of masonry

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author VERMELTFOORT, A. T. Eindhoven University of Technology, Department Structural Masonry Abstract Simultaneously with building masonry walls for lintel-tests, mortar prisms and shear-triplets were made. About four hundred mortar prisms were tested according to EN...

Volume 1, A – 104: Composite action in CASIEL TLM walls, a literature review and experimental results

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author VERMELTFOORT, A. T. Eindhoven University of Technology, Department Structural Masonry Abstract The paper gives a literature review of studies into the composite action between masonry and supporting beams aimed at the applicability of calcium silicate element...

Volume 1, A – 103: The influence of hardening conditions on the physical properties of masonry

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author BERTRAM, G.; MARTENS, D. R. W. Eindhoven University of Technology, the Netherlands, Department of Masonry structures Abstract As part of the research project concerning crack control in veneer walls the influence of hardening conditions on the physical...

Volume 1, A – 83: Compressive-strength assessment of natural-stone masonry in Yemen

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author AL-JOLAHY, A.; KULAIB, M. Department of Civil Engineering Sana’a University, Yemen Abstract This paper presents experimental work results for different types of stone-masonry units of a loadbearing masonry construction used in Yemen and tested in...

Volume 1, A – 77: Recent Portuguese developments of high thermal performance masonry systems

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author SOUSA, H.; SOUSA, L. C.; CASTRO, C. F.; ANTÓNIO, C. C. Faculty of Engineering/University of Porto – Portugal Abstract The concerns with masonry building envelope performance, particularly thermal efficiency, are causing important changes to masonry...

Volume 1, A – 57: Gypsum mortar behaviour applied on façades in Spain

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author VILLANUEVA, L Prof. Dr. Arch. Universidad Politécnica de Madrid. Department of Construction and Architecture Technology. luis.devillanueva@upm.es ABENZA, B Arch. PhD. Student. Universidad Politécnica de Madrid. Department of Construction and Architecture...

Volume 1, A 11: The potential of medium and low-strength hydraulic grouts for the retrofit of historic masonry structures

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author ADAMI, C.-E MSc Structural Engineer, NTUA, Faculty of Civil Engineering-Laboratory of Reinforced Concrete, adamis@central.ntua.gr VINTZILEOU, E Professor, NTUA, Faculty of Civil Engineering-Laboratory of Reinforced Concrete, elvintz@central.ntua.gr Abstract...

Shear Stress Distribution of Stiffening Walls

Categories: Proceedings 10: 7IMC, Proceedings of Conferences

Author W Jäger and P Schöps Faculty of Architecture,Chair of Structural Design, Dresden University of Technology Abstract The verification of shear walls starts with the search for the weakest point. The shear strength, which is dependent on the material as well on...

Environmental Product Declarations of Autoclaved Aerated Concrete

Categories: Proceedings 10: 7IMC, Proceedings of Conferences

Author H B WALTHER Xella Technologie- und Forschungsgesellschaft mbH, Kloster Lehnin, Germany Abstract Type III Environmental Product Declarations (EPD) are new instruments to supply quantified environmental data for a product using predetermined parameters according...

Swiss Masonry Code Design Charts for Shear Walls

Categories: Proceedings 10: 7IMC, Proceedings of Conferences

Author N Mojsilovi?(1)and J SCHWARTZ(2) (1) Institute of Structural Engineering, ETH Zurich (2) Institute of Construction Engineering, HTA Lucern Abstract The Swiss structural masonry code provisions are based on the lower bound theorem of the theory of plasticity....

The Strength of Thin Joint Solid Dense Concrete Block Work

Categories: Proceedings 10: 7IMC, Proceedings of Conferences

Author J ALI, A N FRIED, O J KANYETO and J J ROBERTS Concrete and Masonry Research Group, Sustainable Technology Research Centre, Faculty of Engineering, University of Kingston, UK Abstract This paper reports on a program of testing work to investigate the properties...

Experimental and Numerical Investigation of the Sliding Behaviour of Rigid Blocks Subjected to Cyclic Shear Loads

Categories: Proceedings 10: 7IMC, Proceedings of Conferences

Author G C MANOS(1), V KOURTIDES(2), V J SOULIS(2) and L TSAKMAKIDES(2) (1) Professor, Department of Civil Engineering, Aristotle University of Thessaloniki, Thessaloniki,Greece (2) Research assistant ,Department of Civil Engineering, Aristotle University of...

Performance of Low Density Aircrete Masonry

Categories: Proceedings 10: 7IMC, Proceedings of Conferences

Author M C Limbachiya(1) and C A Fudge(2) (1) Kingston University- London, UK (2)Aircrete Products Association, UK Abstract Currently in the UK, aircrete (autoclaved aerated concrete) masonry units are usually produced with a minimum declared compressive strength of...
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