...B S CHOO; M G COUTIE; N G GONG © Thomas Telford and ICE 1991 NOTTINGHAM UNIVERSITY BRITISH RAIL RESEARCH FINITE ELEMENTS ANALYSIS MASONRY ARCHES BRIDGES ELEMENTS DEVELOPMENT BEAMS MODELS SIMULATION BEHAVIOUR LOADING COLLAPSE SOLUTIONS CRACKS LOADS INCREMENT...

...R J BRIDLE; T G HUGHES; M J BLACKLER; P C DAS; W J HARVEY; E MARKLAND; F W SMITH; CASTIGLIANO © Thomas Telford and ICE 1991 ENERGY METHODS ARCHES BRIDGES ANALYSIS ELASTIC NON LINEAR MASONRY BEHAVIOUR DEAD LOADS COLLAPSE COMPUTERS TENSILE STRESS STRENGTH MECHANISMS...

...Y REN JIE Proc. Instn Ciu. Engrs, Part 2, 1991, 91, June, 203-214 STRUC9T65U5PRAAPLER AND BUILDING BOARD Multi-storeyed long-span factory building with twin arch truss structure YU REN-JIE* Introduction In the middle and late 1970s, on the basis of experimental data, a new structural system...

...R ROYLES; A W HENDRY © Thomas Telford and ICE 1991 MODELS TESTS MASONRY ARCHES BRIDGES SPANS STRUCTURAL BEHAVIOUR EFFECT STRENGTH FILL SPANDRELS ACOUSTICS EMISSIONS TECHNIQUES METHODS RESPONSES APPLIED LOADS RISE RATIOS VAULTS SEMICIRCULAR DEFLECTION WINGS WALLS...

... the planning, investigations and design that led to the construction ofthe Victoria Dam, which is a 122 m high double curvature concrete arch, as well as the overall concepts relating to the 5.7 km long tunnel and the 3 X 70 MW powerstation, with provision for a second tunnel and doubling of the installed...

...R J BRIDLE; T G HUGHES Proc. Instn Civ. Engrs, Part 2, 1990, 89, Sept., 3 7 5 3 8 5 PAPER 9575 STERNUGCINTEUERRAILNG GROUP An energy methodfor arch bridgeanalysis R. J. BRIDLE, BSc, FEng, FICE, ppIHT* T. G .HUGHES, PhD, M I C E ~ A computer based energy method of analysing arches for loads up...

... changes. The adopted size of Katse dam was 155 m high, with an active storage of 1245 hm3, and could be either a basalt rockfill embankment or a concrete arch damT. he transfer tunnel was 48 km long, concrete lined with 4.05 m i.d. Two access adits would be usedalso for phase 2. Sentelina headpond dam had...

... to the Dr Heyman Dr Mainstone says that he finds no grounds for the assertion that Poleni had an astonishing preperception of the safe theorem. Poleni stated that for an arch to be stable, all that is necessary is that the line of thrust should lie everywhere within the masonry.Moreover, he repeats...

...WJ HARVEY; FW SMITH; RE FALCONER; C MELBOURNE; PJ WALKER Proc. Instn Civ.Engrs. Part 2. 1988,85, Dec., 739-742 DISCUSSIONTONN 495 STRUCTUREANLGINEERGINRGOUP Semicircular arches W. J. Harvey and F. W. Smith Mr R. E. Falconer,Structural Survey Partnership For some time now, our Company has been...

... CONSTRUCTION MANAGEMENT WIDENING TRACK PLATFORMS PAVED BRIDGES SLABS ROLLING STOCK OVERBRIDGES ARCHES PROJECTS MANAGEMENT WELDING BOLTING LONDON BEDFORD KENTISH TOWN MOORGATE ST PANCRAS KINGS CROSS UK Proc. InstnCio. Engrs, Part 1,1988,84, Oct., 1059-1069 9098...

...N COOKE; MA CRISFIELD; A JENNINGS; O VILNAY; TG HUGHES © Thomas Telford and ICE 1988 INSTABILITY MASONRY ARCHES EQUATIONS DEFLECTION DEFORMATION FILL STRENGTH LOADS METHODS ROTATION LOADING ANALYSIS BRIDGES RIVERS TENSION COMPUTERS PROGRAMS BEHAVIOUR FAILURES...

...WJ HARVEY; FW SMITH © Thomas Telford and ICE 1987 DUNDEE UNIVERSITY ARCHES SEMICIRCULAR THRUST FORCES TESTS BRIDGES LOADS LINES THRUST LINE PRESSURE FILL FAILURES VERTICAL HORIZONTAL BARGOWER STRATHCLYDE SCOTLAND UK Proc. Instn Cio. Engrs, Part 2,1987,83...

...N COOKE © Thomas Telford and ICE 1987 CANTERBURY UNIVERSITY CHRISTCHURCH, NEW ZEALAND INSTABILITY MASONRY ARCHES ANALYSIS METHODS LOADS RIBS DEFORMATION GEOMETRY BRIDGES DEFLECTION COLLAPSE MAGNITUDE CIRCULAR FILL VOUSSOIRS RIVERS TESTON KENT RIVER MEDWAY...

... WATERTIGHT FOUNDATIONS FILL OUTLETS STRESS ARCHES UNDRAINED RESERVOIRS REFILLING METHODS TESTS SPADE CELLS CELLS PIEZOMETERS STANDPIPES SELF BORING PRESSUREMETERS IMPOUNDING GROUTING CWMWERNDERI WALES CHALLACOMBE DEVON RAMSDEN WEST YORKSHIRE WALSHAW DEAN UK Prqc. Instn...

... and track slab stabilization, new arch settlement occurred. Against a tight timescale, with limited track possessions and power isolations, the tunnel side walls were underpinned using mini piles and side beams were constructed to reconnect and strengthen the side wall invert interface. Monitoring has shown...

...JPF O CONNOR DEPARTMENT OF WATER AFFAIRS, PRETORIA THREE DIMENSIONAL MESHES ELEMENTS SURFACE CURVED EMBEDDED STIFFENERS ISOPARAMETRIC LINEAR BEHAVIOUR ELASTICITY MATRICES MATRIX ARCHES METHODS FINITE ELEMENTS ANALYSIS DAMS VALLEYS EFFECT CRACKS FORMATION CONCRETE...

...F SAWKO; MA ROUF; NW TAYLOR; PA MALLINDER; BL DAVIES © Thomas Telford and ICE 1984 SHEFFIELD CITY POLYTECHNIC SOUTH YORKSHIRE COUNTY COUNCIL STIFFNESS PROPERTIES MASONRY ANALYSIS MATERIALS AXIAL LOADS BENDING MOMENTS STRESS STRAIN CURVES CRACKING STONE ARCHES...

...O VILNAY; J HEYMAN; WJ HARVEY; JW MANN; RP WALKLATE © Thomas Telford and ICE 1984 CAMBRIDGE UNIVERSITY DUNDEE UNIVERSITY BRITISH RAIL BUCKLING MASONRY ARCHES BEHAVIOUR MECHANISMS EQUILIBRIUM STABILITY GEOMETRY SYMMETRY PARAMETERS SAFETY FACTORS INSTABILITY ANALYSIS...

...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...

..., with the same three speeds of propagation in each case. For all the structures investigated, it is concluded that the stress patterns calculated with infinite velocity of propagation are appreciably changed when this velocity is given realistic values. Finally, an arch dam is considered, for which only one-half...