... ITERATIVE METHODS PREDICTION DISPLACEMENT CONFIGURATION EQUILIBRIUM CONVERGENCE CHARACTERISTICS TESTS NODAL RINGS EFFECTIVE DISTRIBUTION PASSIVE LATERAL FILL PRESSURE MOVEMENT BRICKS STONE RAILWAYS TAPERED TAPERS BRIDGEMILL BARGOWER PRESTON UK Proc. Instn Cic. Engrs...

...S N SINHA; K S NARAINE © Thomas Telford and ICE 1991 INDIAN INSTITUTE OF TECHNOLOGY ENERGY DISSIPATION BRICKS MASONRY CHARACTERISTICS TESTS CYCLIC BIAXIAL COMPRESSIVE LOADING CYCLES UNLOADING DIMENSIONLESS RATIOS STRAIN ENVELOPES GRAPHS PLASTIC LOADS BEHAVIOUR...

...J R RIDDINGTON; M Z GHAZALI © Thomas Telford and ICE 1990 SUSSEX UNIVERSITY MALAYSIA TECHNOLOGY UNIVERSITY SHEAR JOINTS STRESS MORTAR SPECIMENS TRIPLETS PROGRAMS BEDS FAILURES SLIP LEVELS TESTS BRICKS BENDING ANALYSIS BONDS MASONRY PRECOMPRESSION TENSILE FINITE...

... equipment. If a standard test procedure were developed and adopted based on these proposals, it would be possible to introduce some flexibility into the characteristic shear strength values used in design. This would result in economies in design, since the shear strength of many mortar and brick or block...

...S ALI; AW PAGE © Thomas Telford and ICE 1988 NEWCASTLE UNIVERSITY NSW WALLS MASONRY CONCENTRATION LOADS STRENGTH GEOMETRY FINITE ELEMENTS RATIOS STRESS STRAIN FAILURES MODELS BEHAVIOUR SIMULATION BRICKS DESIGN MORTAR JOINTS FAILURES AUSTRALIA Proc. Znstn...

...S ALI; AW PAGE © Thomas Telford and ICE 1987 NEWCASTLE UNIVERSITY NEW SOUTH WALES MASONRY NON LINEAR FINITE ELEMENTS ANALYSIS BEHAVIOUR CONCENTRATED METHODS MODELLING JOINTS BRICKS DEFORMATION MATERIALS MORTAR FAILURES TENSILE STRENGTH CRACKING PARTIAL LOADS Proc...

...G HAIDER; LR RICHARDS; S THORBURN; AJ TURNER; AJ HOWARD; MJ PULLER; F HUGHES © Thomas Telford and ICE 1987 CANALS TUNNELS REPAIRS FAILURES COSTS CONSTRUCTION LOADS ROCKS LININGS GROUND INVESTIGATIONS MECHANICS GEOLOGY BRICKS STRENGTH MORTAR BOREHOLES WATERWAYS SECTIONS...

... throughtheRowleyHillsnearDudley.Thetunnelwasbuiltduring 185658 andisthe largest canal tunnel in Britain. The brick lining is horseshoe shaped with a structural invert. Invert failures have occurreadt various locations during constructionas well as in 1895 and 1975. The most recent failures are consideretod be due to a combinationof the high cover...

...M DHANASEKHAR; AW PAGE © Thomas Telford and ICE 1986 NEWCASTLE UNIVERSITY NEW SOUTH WALES AUSTRALIA FILL BRICKS MASONRY INFILL PROPERTIES BEHAVIOUR FRAMES FINITE ELEMENTS MODELS SIMULATION RACKING LOADS PROGRAMS MATERIALS ELASTIC INELASTIC SURFACE FAILURES BONDS...

...JR RIDDINGTON; WEA SKINNER © Thomas Telford and ICE 1985 MITCHELL, MCFARLANE & PARTNERS FILL FAILURES CREEP BRICKS CONCRETE MASONRY REINFORCED STRESS BRICKWORK LOADS LATERAL RESISTANCE INITIAL GAPS BEHAVIOUR INFILL FRAMES COLUMNS Proc. InstnCin. Engrs, Part 2...

...M DHANASEKAR; AW PAGE; PW KLEEMAN NEWCASTLE UNIVERSITY NEW SOUTH WALES FILL FAILURES BRICKS MASONRY BIAXIAL STRESS THREE DIMENSIONAL SURFACE JOINTS TESTS ALTERNATIVE CLOSED ELLIPTIC CONES SHAPE INTERSECTING MODELLING SPACE INFILL FINITE ELEMENTS TECHNIQUES FACTORS...

...M QAMARUDDIN; B CHANDRA; AS ARYA © Thomas Telford and ICE 1984 ALIGARH MUSLIM UNIVERSITY INDIA ROORKEE UNIVERSITY INDIA DYNAMICS TESTS BRICKS TESTING BUILDING MODELS EXPERIMENTS INVESTIGATIONS BEHAVIOUR STRENGTHENING JOINTS PLINTH SINGLE STOREY UNSTRENGTHENED...

...RP WALKLATE; JW MANN; BL DAVIES; NW TAYLOR; J HEYMAN; C MELBOURNE © Thomas Telford and ICE 1984 SHEFFIELD CITY POLYTECHNIC SOUTH YORKSHIRE COUNTY COUNCIL CAMBRIDGE UNIVERSITY BOLTON INSTITUTE OF H METHODS PERMISSIBLE LOADS BRICKS MASONRY ARCHES ASSESSMENT THICKNESS RING...

...RP WALKLATE; JW MANN Proc. Instn Ciu. Engrs, Part 2, 1983,75, Dec., 585-597 PAPER 8677 A method for determining thpeermissible loading of brick and masonry arches R. P.WALKLATE, TEng(CEI), MIMGTechE* J. W.MANN, BSc, MICE* This Paper describes a method of assessing the approximate strengthof brick...

...AW HENDRY; W SAMARASINGHE; AW PAGE; POISSON MORATUWA UNIVERSITY SRI LANKA NEWCASTLE UNIVERSITY SOUTH WALES EDINBURGH UNIVERSITY FINITE ELEMENTS MODELS BEHAVIOUR IN PLANE BRICKS MASONRY LOADS LINEAR ELASTIC ISOTROPIC MATERIALS CAPACITY STRESS STATE BIAXIAL TENSION...

...RJM SUTHERLAND; RE BRADSHAW; HWK WEST; BA HASELTINE; R BEARD; RGD BROWN; F SAWKO; NGA YARWOOD; F WALLEY; D LENCZNER; PWF BAYNE POWELL; WG CURTIN; BDA; BCRA; BS 5628 BRICKS BLOCKS MASONRY WALLS REINFORCED PRESTRESSED BRICKWORK BLOCKWORK CONCRETE DATA MATERIALS CODES LATERAL LOADS...

...AW PAGE © Thomas Telford and ICE 1981 NEWCASTLE UNIVERSITY NEW SOUTH WALES BIAXIAL BRICKS TESTS SQUARE ANGLES FAILURES MODES INFLUENCE RESEARCH COMPRESSIVE MASONRY HALF SCALE PANELS BEDS SURFACE RATIOS UNIAXIAL RIGS PLATENS STRENGTH COMPRESSION BRICKWORK STRESS...

...M BARILAN TECHNION ISRAEL INSTITUTE OF TECHNOLOGY HAIFA EXPERIMENTS RATIOS GROUND EXPERIMENTAL STRUCTURES MODELS BRICKS ELASTIC SEISMIC BUILDINGS STOREYS RESEARCH TALL MULTI STOREY MATERIALS STEEL PLASTIC EARTHQUAKES DAMPING OPEN THEORY EQUIVALENT ELASTOPLASTIC...

... It has been estimated that som6e0 000 brick and masonry arch bridges are still in use on ourhighways and railways. In addition several hundredshort spanbridges spanning canals areused by farm traffic and pedestrians. Many of the bridgesare over 100 years old,and anassessment of their strength...

...R J M SUTHERLAND P m . Instn c i v . Engrs, Part I , 1981, 70, Feb., 31-63 8411 Brick and block masonry in engineering R. J. M .SUTHERLAND, BA, FICE, FIStructE, FIHE, MConsE* Althoughbrickandstonemasonrywerethedominantmaterialsbothforbuildingsand engineering works until well into the 19th century...