...G MULLER; G I B RANKIN; HENNEBIQUE © Thomas Telford and ICE 1991 QUEENS UNIVERSITY BELFAST HENNEBIQUE SYSTEMS BUILDINGS REUSE STRUCTURES REINFORCEMENT BARS LAYOUT SHEAR RESISTANCE ENHANCED BEAMS SLABS TRUSSES MODELS STRESS TRAJECTORY SHALLOW ANGLES BENT MECHANISMS...

...PG FOOKES; AJ WELTMAN © Thomas Telford and ICE 1989 ROCKS SLOPES STABILISATION REMEDIAL MEASURES DEGRADATION WEATHERED FRESH EROSION METHODS TREATMENT RETARDATION FACTORS GRADES SPACING HEIGHT COSTS DESIGN CHARTS CONSTRUCTION TRAPS DITCHES FENCES ANGLES HAZARDS...

...RA GRACE; JM ANDRES; EKS LEE; W LESZCZYSZYN; PJD NEVILLE-JONES © Thomas Telford and ICE 1988 PIPES PIPELINES OCEANS WAVES SHALLOW RIGID DESIGN CONSTRUCTION EQUATIONS ANALYSIS SUBMARINE TESTS RESEARCH STUDS SAFETY FLOW ANGLES Proc. Instn Ciu. Engrs, Part 2,1988,85, Mar...

...RA GRACE; JM ANDRES; EKS LEE © Thomas Telford and ICE 1987 HAWAII UNIVERSITY MANOA HONOLULU US NAVAL OCEAN SYSTEMS COMMAND KANEOHE HAWAII FORCES OCEANS WAVES PIPES RIGID FLOW ANGLES TESTS WATER MOTION COEFFICIENTS EQUATIONS LOADS HORIZONTAL VERTICAL MAXIMUM...

...JA HOOPER; STEINBRENNER © Thomas Telford and ICE 1985 OVE ARUP PARTNERSHIP ELASTIC SETTLEMENT CONTINUUM TRANSVERSE ISOTROPIC SURFACE LOADS POLYGONS INTEGRAL VERTICAL STRAIN TRIANGLES DISPLACEMENT MATERIALS ANGLES EQUATIONS CALCULATIONS RIGHT ANGLES APPROXIMATION...

...NJ BENNETT © Thomas Telford and ICE 1983 SOUTHERN WATER AUTHORITY DESIGN SEA OUTFALLS LOWER LIMIT INITIAL DILUTION LOWER LIMITS STUDIES DYES DIFFUSERS PORTS SEWAGE CONCENTRATION SEWERAGE DATA INJECTION CURRENTS AMBIENT ANGLES SALINITY TEMPERATURE DEPTH...

...PW FRANCE; AP MAGALHAES © Thomas Telford and ICE 1982 PORTUGUESE LABORATORY OF CIVIL ENGINEERI -NG ANALYSIS HYDRAULIC JUMP RECTANGULAR CHANNELS DIVERGING CHARACTERISTICS THEORY EXPERIMENTS CONJUGATE DEPTH RATIOS LENGTH ANGLES UPSTREAM FROUDE NUMBERS Proc. Instn Civ...

...JK BUNGEY; MW BRAESTRUP; AJ CHABOWSKI; DW BRYDEN SMITH; BRE; COULOMB © Thomas Telford and ICE 1982 DENMARK TECHNICAL UNIVERSITY BRE BUILDING RESEARCH ESTABLISHMENT CONCRETE STRENGTH PULL OUT TESTS WEDGES ANCHORS BOLTS COMPRESSIVE FAILURES ANGLES FRICTION SLIDING...

...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...

...PW FRANCE © Thomas Telford and ICE 1981 UWIST ANALYSIS RECTANGULAR PARALLEL THEORY RATIOS FLUMES LOSS CLASSICAL HYDRAULIC CHANNELS SIDES EQUATIONS SEQUENTIAL EXPERIMENTS LENGTH VALUE PROCEDURE JUMP DIVERGING FROUDE NUMBERS DEPTH ANGLES LABORATORIES ENERGY...

... COMPRESSION TENSION FAILURES PUNCHING YIELD LINE ANGLES WELDS CONTACT RIGID EXPERIMENTS PUSH PULL Proc. 1 n . m Ciu. Engrs, Part 2, 1980, 69, Dec., 995-1013 8412 Yiesldtrength of gapped joinitns rectangular hollow section trusses G . DAVIES, B S c ( E n g )P, h DM, I C E ? M. G . COUTIE, BSc(Eng...

...SE WEBB; PJ DOWLING © Thomas Telford and ICE 1980 IMPERIAL COLLEGE LARGE BEHAVIOUR PLATES IN PLANE ANGLES FLATS NON LINEAR RELAXATION YIELD DEPTH SLENDERNESS HYBRID FORCES DISTORTION ZONES DEFLECTION DISCRETE MATHEMATICS ECCENTRIC LOADS ACTION STIFFENERS...

...R MARQUES; M VILLARRUBIA; M LLORENS © Thomas Telford and ICE 1979 BARCELONA UNIVERSITY ANALYSIS PREDICTION MAXIMUM DEFLECTION ELASTIC COLUMNS AXIAL LOADS ENDS FIXED FREE EQUATIONS RANGE ANGLES CIRCULAR RECTANGULAR FORMULATION .Proc. lnstn Ciu. Engrs, Part 2, 1979...

... MAGNITUDE TESTS ANGLES CRUSHED RESEARCH INSTRUMENTATION FORCES Proc. Instn Cio. Engrs, Part 2, 1979, 67, June, 327-339 8173 The influence otfhe geometry of deformed steel bars on their bond strength in concrete S. M. SKOROBOGATOV, DTN* A. D. EDWARDS, PhD. DtC. MICE? The influenceof the magnitudeof...

... displacernents corner angleof an internal diaphragm (Fig.1) corner angles of end diaphragm, web and flange respectively (Fig. 2) (3 -M 1+4 power of r which defines the nature of the stress system in the junction region Poisson's ratio (0.3 in all numerical work) tal21 and f3/fl respectively radial...

... DYNAMICS ANGLES YIELD MODELS ANALYTICAL INFLUENCE UNIFORM MOMENTS DEFORMATION For written discussions Paper No. 6894 A NEW APPROACH TO INELASTIC STRUCTURAL DESIGN by Maxwell G. Lay, PLD., M.Eng.Sci., B.C.E. State Electricity Commission, Victoria, Australia SYNOPSIS The Paper discusses certain...

...W EASTWOOD; E J SARGINSON © Thomas Telford and ICE 1960 SHEFFIELD UNIVERSITY EFFECT TRANSITION CURVES LOSS HEADS BENDS PIPELINES EXPERIMENTS INVESTIGATIONS PIPES FLOW RIGHT ANGLES SPIRAL SUBTENDING ANGLES FORMS VARIATIONS SHARPNESS HYDRAULIC LAYOUT APPARATUS...

...A W HENDRY; L G JAEGER ANALYSIS INTERCONNECTED SKEW BRIDGES GIRDERS METHODS GRIDS FRAMES DISTRIBUTION HARMONIC INTERCONNECTION SPANS SOLUTIONS COEFFICIENTS DIMENSIONLESS PARAMETERS DESIGN LOADS VARIATIONS ANGLES DEFLECTION BENDING MOMENTS LONGITUDINAL CURVES TESTS...

... Structures Research Committee's Reports (Second and Final).29 3 However, for a redundant frame designed according to the elastic theory a basic assumption is that at thejoints the angle of the connecting members remains constant. If a frame opens a t a joint the stresses and their distribution throughout...