Categories: Proceedings 07: 4IMC, Proceedings of Conferences
Author D.J. O’CONNOR, G.W.H. SILCOCK and B. MORRIS University of Ulster at Jordanstown Abstract This paper investigates the conditions necessary to produce a small scale model of the thermo-structural response to fire of a compartment wall panel. The important...
Categories: Proceedings 07: 4IMC, Proceedings of Conferences
Author G. SCHWEGLER Ernst Basler & Partners, Zurich Abstract Masonry is easy to construct and competitive in cost. It is, therefore, a very widespread method used all over the world. However, a large number of masonry structures are located in seismic regions,...
Categories: Proceedings 07: 4IMC, Proceedings of Conferences
Author G. BARONIO*, F. CANTONI®, B. DANIOTTI* and E.D. FERRIERI* * Politecnico di Milano, ® ICITE-CNR, Milan Abstract Three organizations, Milan Polytechnic, ESEM (School for Masons) and ICITE-CNR (State Research Centre) have been collaborating since 1991 on research...
Categories: Proceedings 07: 4IMC, Proceedings of Conferences
Author L. ANANIA, A. BADALA and M. CUOMO University of Catania. Abstract The results of mechanical tests on some types of mortars of Eastern Sicily are presented. The samples differ in the sand used according to historic recipes whose composition has been determined...
Categories: Proceedings 07: 4IMC, Proceedings of Conferences
Author ROMUALDO MONTAGNA Universita di Ancona Abstract Building restoration involves not only physical rebuilding but also the identification and conservation of its peculiarities are essential both for architectural and structural problems. The process must lead to...
Categories: Proceedings 07: 4IMC, Proceedings of Conferences
Author THOMAS SWAILES University of Manchester Institute of Science and Technology Abstract This paper gives the background to the obsolescence of nineteenth century textile mills and discusses the engineering problems of adapting these historically and economically...
Categories: Proceedings 07: 4IMC, Proceedings of Conferences
Author DAVID M. LILLEY University of Newcastle, England Abstract A section of the vaulted masonry roof of Durham Cathedral has been analyzed to determine values of deflection and stress produced by its self-weight and also by loose slate debris held within voids on...
Categories: Proceedings 07: 4IMC, Proceedings of Conferences
Author M.LUCCHESI,’, C.PADOVANI,2, C.RINI,3, M.SASSU,4 and N.ZANI,2 ‘ University of Chieti 2 CNUCE-CNR } Technical Office of the Municipality of Livorno 4 University of Pisa Abstract The proscenium arch of the Teatro Goldoni is a masonry structure made up...
Categories: Proceedings 07: 4IMC, Proceedings of Conferences
Author BIANCANEVE CODACCI-PISANELLI University of Rome Abstract The aim is to present the methods of investigation used to inspect the structural strength of a very important historical building. It was necessary to make structural measurements in relation to the...
Categories: Proceedings 07: 4IMC, Proceedings of Conferences
Author M. BELLOMO and S. D’AGOSTINO University of Naples “Federico II” Abstract Current research aims at underlining the specific nature of archaeological constructions, especially masonry ones, which find a sense of purpose and value in their new...
Categories: Proceedings 07: 4IMC, Proceedings of Conferences
Author A. ANZANI AND L. BINDA, Politecnico di Milano, G. MELCHIORRI ENEL CRIS, Milano Abstract After the collapse of the Civic Tower of Pavia in 1989 and of a bell Tower in Goch in 1995 concern about the stability of non-homogeneous massive masonry structures...
Categories: Proceedings 07: 4IMC, Proceedings of Conferences
Author JOHN B MENZIES Engineering Consultant Abstract The Engineering and Physical Sciences Research Council (EPSRC) provides grants to Universities for research. This paper reviews support for research relating to masonry construction since about 1980 and describes...
Categories: Proceedings 07: 4IMC, Proceedings of Conferences
Author A. CABALLERO GONZALEZ and P. SCHUBERT Instilut fur Bauforschung, Aachen Abstract A programme to evaluate different test methods (prENW52 Part 3 and DIN 18555 Part 5) for the initial shear strength was carried out on different types of units, at different...
Categories: Proceedings 07: 4IMC, Proceedings of Conferences
Author F. M. KHALAF Napier University, Edinburgh Abstract A triplet test without precompression is being proposed as a standard test for the determination of the shear strength of masonry bed joints. The testing of triplet specimens without precompression...
Categories: Proceedings 07: 4IMC, Proceedings of Conferences
Author J.S. SKANDAMOORTHY and R.C. de VEKEY Building Research Establishment Abstract Only limited guidance on the characteristic compressive strength of natural stone masonry is given in the British Code. No guidance is given on the design for lateral loading. This...
Categories: Proceedings 07: 4IMC, Proceedings of Conferences
Author J.R. RIDDINGTON and P. JUKES University of Sussex Abstract For a finite element analysis to model masonry accurately, material property information is required that is truly representative of the materials that are being modelled. In this paper the advantages...
Categories: Proceedings 07: 4IMC, Proceedings of Conferences
Author J.KNAPTON AND H.MURAT ALGIN University of Newcastle upon Tyne Abstract The growth in the international usage of flexibly bedded pavers since World War II has brought about the need fully to understand how pavers bedded in sand function. The design methods are...
Categories: Proceedings 07: 4IMC, Proceedings of Conferences
Author FARIDAH SHAFII Universiti Teknologi Malaysia and BRIAN HOBBS The University of Teeside Abstract This paper describes a model scale investigation of the shear behaviour of post-tensioned brickwork cantilever fin walls. The development of models to representthe...
Categories: Proceedings 07: 4IMC, Proceedings of Conferences
Author FRANCO ZARRI Institute of Construction Technology, Bologna Abstract The mechanical behaviour of approximately 60, two leaf brick walls has been examined experimentally. The overall thickness of the walls was about 300mm. They were built with different kinds of...
Categories: Proceedings 07: 4IMC, Proceedings of Conferences
Author KHALED M. SAKR Zagazig University, Cairo, Egypt and VERNON V. NEIS University of Saskatchewan Abstract A new analysis technique for unreinforced masonry cavity walls is used to show the effects of tie shear stiffness and cavity width on the ultimate load...
