Categories: Proceedings 08: 5IMC, Proceedings of Conferences
Author R.P. MURPHY Abstract The paper describes a new system of building in which rectanular bricks in 3 sizes 4/16m, 3116m and 2116m all by l/16m thick and certain shapes are held in place by a 9mm interengagement of pattern depth and a special thin joint adhesive....
Categories: Proceedings 08: 5IMC, Proceedings of Conferences
Author MERCEDES MARRERO Central University of Venezuela Abstract The technology of the structural concrete block system OMNIBLOCK is described and its comparative advantages against conventional construction with respect to production and assembly. The system relies...
Categories: Proceedings 08: 5IMC, Proceedings of Conferences
Author W. JAGER and H. BERGANDER Consultants, Dresden Abstract In the standards to prove buckling safety, approximate equations are prescribed which differ in certain fields. The results cannot be assessed by comparing the different approximations. For this purpose, a...
Categories: Proceedings 08: 5IMC, Proceedings of Conferences
Author A.W. HENDRY Edinburgh Abstract In a paper to the Fourth International Masonry Conference in 1989 the author reviewed the methods adopted in BS 5628 and the draft EC 6, as it stood at that time, for the design of waits under compressive load. In that paper a...
Categories: Proceedings 08: 5IMC, Proceedings of Conferences
Author A.N. FRIED Kingston University Abstract In the UK design rules for unreinforced laterally loaded wall panels, supported in various ways, have existed for a considerable time. The inclusion of movement joints in these panels will affect the support conditions...
Categories: Proceedings 08: 5IMC, Proceedings of Conferences
Author S. CLARKE and DJ. HARRIS Kingsway Technology Limited Abstract This Partners in Technology (PiT) project generated data to support the UK National Application Document (NAD) for the voluntary Eurocode for masonry design – ENV1996.1.1. The data was...
Categories: Proceedings 08: 5IMC, Proceedings of Conferences
Author PETER WALKER University of Bath Abstract Erosion from wind-driven rain is often a major concern for unbaked earthen wall construction. As a result a variety of accelerated tests have been developed to assess material performance. These include subjecting...
Categories: Proceedings 08: 5IMC, Proceedings of Conferences
Author F. PEAKE, W.A. DUROSE and G.J. EDGELL CERAM Building Technology Abstract A number of test walls have been constructed using two types of facing brick with 75mm cavities formed by an inner leaf of lightweight concrete blocks. The cavities were filled with...
Categories: Proceedings 08: 5IMC, Proceedings of Conferences
Author R.C. de VEKEY* and G.J. EDGELL** * PORE** CERAM Building Technology Abstract Since 1978 there has been a codified method for designing walls to resist lateral out-of-plane loads in BSS628:Part 1 which is based substantially on empirical data for 28d old...
Categories: Proceedings 08: 5IMC, Proceedings of Conferences
Author HARTWIG M. KUNZEL Fraunhofer-Institute for Building Physics, Holzkirchen Abstract Exterior thermal insulation composite systems (ETICS), in the US called exterior insulation finish systems (EIFS), provide heat insulation and moisture protection of building...
Categories: Proceedings 08: 5IMC, Proceedings of Conferences
Author TOM MCNEILLY Consultant Architect Abstract The Victorian government has regulated that new houses have an energy efficiency rating determined by computer simulation. Alternatively, ceiling, wall and floor elements must achieve R Values that require the...
Categories: Proceedings 08: 5IMC, Proceedings of Conferences
Author V.M. GORPINCHENKO and M.O. PAVLOVA Abstract Increasing the designed thermal resistance of building walls in compliance with the Decision of the Russian Federation Minstroy and New Construction Standards and Regulations “Constructional...
Categories: Proceedings 08: 5IMC, Proceedings of Conferences
Author C. MELBOURNE* and L. WEEKES** * University of Salford ** NNC Ltd Abstract The paper describes a series of large scale laboratory tests on three span brickwork jack arches. This form of construction was very popular in the 19th Century and in the early part of...
Categories: Proceedings 08: 5IMC, Proceedings of Conferences
Author R.C.DE VEKEY Building Research Establishment Abstract There is a dearth of data on the performance of contemporary masonry wall forms in fire, in an earlier BRE project the known database was reviewed, many of the newer watt materials and arrangements were...
Categories: Proceedings 08: 5IMC, Proceedings of Conferences
Author R.J. COLLINS* DJ. HARRIS** and W. SPARKES** * BRE **Kingsway Technology Ltd Abstract Suspended floor systems constructed from inverted precast concrete T-beams with precast concrete block infill elements are a newly expanding market. Infill blocks offer a low...
Categories: Proceedings 08: 5IMC, Proceedings of Conferences
Author ROBERTO CAPOZUCCA University of Ancona Abstract In this paper the collapse load response of a brickwork barrel vault model is analysed. The model reproduces a real historical polycentric brickwork vault. The numerical method of analysis by F.E.M. may be adapted...
Categories: Proceedings 08: 5IMC, Proceedings of Conferences
Author MILAD M. ALSHEBANI and S.N. SINHA Indian Institute of Technology, Delhi Abstract Tests were conducted on model scale brick masonry panels having the same cross-sectional area, but different heights. Uniform, uniaxial, cyclic compressive stresses were applied to...
Categories: Proceedings 08: 5IMC, Proceedings of Conferences
Author CHR MAYRHOFER Fraunhofer-lnstitut fur Kurzzeitdynamik Abstract Masonry walls change brittteness and gain ductility with reinforcement in the bed joint. The dynamic force enhancement is ore than a factor of 4 compared to unreinforced brickwork. Reinforced...
Categories: Proceedings 08: 5IMC, Proceedings of Conferences
Author G C MANOS, B YASIN and J THAUMPTA Aristotle University, Thessaloniki Abstract Summary results from in-situ tests on the dynamic response of a 5 storey r.c building in an area of high seismicity are given. The building is 3,5m by 3.5m in plan and 5m high...
Categories: Proceedings 08: 5IMC, Proceedings of Conferences
Author G.C. MANOS, B. YASIN and J. THAUMPTA Aristotle University, Thessaloniki Abstract A programme to examine the performance of partially reinforced masonry piers when subjected to seismic loading is described. This paper includes some preliminary results employing...
