... MATERIALS PROPERTIES TENSILE BACKFILL FILL DISPERSAL ANGLES PROGRESSIVE DEVELOPMENT CRACKING RINGS LIVE BRICKWORK BRICKS MAINTENANCE INSPECTION PACKAGES TWO DIMENSIONAL MODELS BEHAVIOUR MODELLING RED SANDSTONE RUBBLE ASHLAR BRIDGEMILL STRATHMASHIE BARLIE SCOTLAND UK...

... BEHAVIOUR RINGS BEARINGS ELEMENTS SPANDRELS WALLS STONE BRICKS MATERIALS MODES SNAP THROUGH SHEAR COMPRESSION UK A review of the UK masonry arch assessment methods T. G. Hughes, BSc, PhD, MICE, and M. J. Blackler, BE, PhD Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 122, Aug., 305...

...D A PONNIAH; C A FAIRFIELD; D J PRENTICE; BD21/93 Fill stresses in a new brick arch bridge subject to heavy axle-load tests D. A. Ponniah, BSc, MEng, PhD, MBA, CEng, MICE, C. A. Fairfield, BEng, PhD, MIHT, MInstNDT and D. J. Prentice, BEng Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 123, May...

... LABORATORIES SCALE BRICKS EXPERIMENTS Non-destructive evaluation of the dynamic response of a brickwork arch A. Bensalem, BEng, PhD, C. A. Fair field, BEng, PhD, MIHT, MInstNDT and A. Sibbald, BSc, MSc, PhD, CEng, MICE, FInstNDT Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 122, Feb., 69 82 Paper 10894...

... ORGANISATIONS TALL SULPHUR WIND CROSSWINDS VORTICES EXCITATION RESPONSES BRICKWORK BRICKS GRP GLASS REINFORCED PLASTIC ACID BOLTS CONNECTIONS PRITCHARD 70 used liners made upof short sections, each tele- scoping into the section above and supported by the concrete shell (Fig.1).In Germany...

...M T SHARMAN; W J HARVEY © Thomas Telford and ICE 1995 WARWICKSHIRE COUNTY COUNCIL DUNDEE UNIVERSITY BRIDGES ASSESSMENT STRUCTURES RIVERS SANDSTONE ARCHES ROADS SEGMENTAL BRICKS VAULTS TRANSVERSE SPANDRELS LOADS LOADING A425 EQUILIBRIUM ANALYSIS GEOMETRY MASONRY...

... the problemsof the psychology of the in Fig. 10 which shows the load-bearing brick terrorist and, to some extenIt think, also give building across the road. The full extenotf some pointers as to the psychologyof the engi- damage that the brickwork sustainedmay not neer in trying to overcome these problems...

...J R RIDDINGTON; P JUKES © Thomas Telford and ICE 1994 SUSSEX UNIVERSITY MASONRY JOINTS SHEAR STRENGTH TESTS METHODS TESTING PROCEDURE BRICKS MORTAR TRIPLETS BLOCKS PRECOMPRESSION A masonry joint shear strength test method PErnogcr.sInSstrtnucCtsiu&. Bldgs, 1994. 104...

... STEEL REINFORCED BEAMS I BEAMS WEBS SHEAR REINFORCEMENT T BEAMS COMPRESSIVE FAILURES TRANSVERSE FLEXURE CRACKS BRICKS Non-linear finite-element analysisof prestressed concrete members S. M. Seraj, BScEng, MScEng, DIC, PhD, M. D.Kotsouos, Dipl(Eng), D E , PhD, DSc, MIStructE, and M.N...

... RESPONSES FLEXURAL CRACKS CRACKING STRESS BRICKS VARIABLES STEEL PRESTRESS FORCES TENSILE MASONRY THREE PHASE An experimental investigationof post-tensioned brickworkfin walls Y. Daou, BSc, MSCP, hD, and B. Hobbs, BSc, MICE Proc. Instn Ciu. Engrs Structs & Bldgs, 1992, 94, Nov., 429-438 Paper...

...R B DUARTE; B P SINHA © Thomas Telford and ICE 1992 EDINBURGH UNIVERSITY LATERAL STRENGTH BRICKWORK PANELS OPENINGS BEHAVIOUR PRESSURE BRICKS TESTS FAILURES VARIABLES ASPECT RATIOS BOUNDARIES CONDITIONS EXPERIMENTS WALLS WALLETTES CRACKS ELASTIC FLEXURAL YIELD...