... TESTS CENTRIFUGAL MODELLING STRESS DISTRIBUTION BENDING MOMENTS POST CONSTRUCTION SOILS PORE WATER PRESSURE MOVEMENT LOADS CALCULATIONS LIMITS STABILITY Proc. Znstn Ciu. Engrs, Part 2, 1991, 91, Dec.,853-873 PAPER 9730 Analysis of in-situ retaining walls propped at formation level...

... prestressing the steel portion of an existing simply-supported composite tee-beam with a straight tendon. The distortional instability of the steel joist which may occur under the eccentric prestress is then analysed. A design chart is presented for calculating the elastic critical stress in the bottom flange...

... STRESS PORE PRESSURE CALCULATIONS METHODS DISTRIBUTION MODELS POROELASTIC SUBMARINE UNDERWATER Proc. Instn Cio. Engrs, Part 2, 1991, 91, Dec., 771-794 PAPER 9779 BOARD MARITIME Wave-induced failureof poroelastic seabed slopes: a boundary element study W. RAMAN-NAIR, BSc, MEng,PhD* G .C .W...

...J M ROTTER; J U OOI; G MATHIESON; M J BLACKLER; G E BLIGHT © Thomas Telford and ICE 1991 DEFECTS METHODS ESTIMATING DESIGN LOADING SILOS STRESS PRESSURE STRAIN MEASUREMENT ARCHING WALLS FRICTION HOPPERS TEMPERATURE SURCHARGE LOADS SOLIDS CIRCUMFERENTIAL VARIATIONS...

...M N PAVLOVIC; A ZINGONI; J W GECKELER; POISSON © Thomas Telford and ICE 1991 IMPERIAL COLLEGE EDGES DISTURBANCE SPHERICAL SHELLS VARIATIONS GEOMETRY PARAMETERS SUPPORTS THICKENING PEAK STRESS STUDIES INVESTIGATIONS LAWS MAXIMUM TOTAL FIBRES OPEN THIN SYMMETRICAL...

...F GONZALEZ VIDOSA; F G VIDOSA; M D KOTSOVOS; M N PAVLOVIC; NEWTON RAPHSON THREE DIMENSIONAL NON LINEAR FINITE ELEMENTS MODELS STRUCTURAL CONCRETE STRUCTURES MATERIALS STRESS STRAIN FAILURES MODELLING CRACKS CRACKING ITERATIVE METHODS SMEARED INCREMENTAL PROCEDURE LOADING...

...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...

... COMPONENTS EXPERIMENTS CONCRETE CYLINDERS SANDWICH PARAMETRIC STUDIES DESIGN REGULATIONS FORMULAE LENGTH DIAMETER RATIOS EFFECT RADIAL STRESS GROUTED BONDS SLIP TESTS PARAMETERS SAFETY BIAXIAL SPRINGS Proc. InstnCiu. Engrs, Part 2, 1991,91, Sept., 317-398...

...A ZINGONI; M N PAVLOVIC © Thomas Telford and ICE 1991 IMPERIAL COLLEGE EFFECT SUPPORT CONDITIONS LIQUIDS SPHERICAL VESSELS LIMITING RINGS BEAMS STIFFNESS STRESS BENDING LOCALISED KINEMATICS CONSTRAINTS DISPLACEMENT PATTERNS AXIAL TORSIONAL ROTATIONAL RIGIDITY...

... GEOMETRICAL MATERIALS PARAMETERS DEFLECTION PEAK CAPACITY PLATES ANALYTICAL MODELS SOLUTIONS DESIGN COMPUTERS PACKAGES VALIDATION COMPRESSION IMPERFECTIONS RIGIDITY INTERACTIVE STRESS STATE Proc. Instn Civ. Engrs, Part 2, 1991, 91, June, 237-258 PAPER 9692 STRUCTURBAULILDAINNDG BOARD...

...D S PRAKASH RAO; D S P RAO; S P SHARMA; G C MAYS; A E VARDY; D S P RAO © Thomas Telford and ICE 1991 STEEL CONCRETE COMPOSITE GIRDERS EPOXY BONDING ADHESIVES SELECTION SURFACES PREPARATION STRESS DISTRIBUTION ANCHORAGES NON DESTRUCTIVE TESTING DURABILITY BRIDGES Proc...

... EQUILIBRIUM SERVICEABILITY LINEAR REDISTRIBUTION CODES FORMULAE STANDARDS CRACKS WIDTH SERVICE STRESS CALCULATIONS MAXIMUM EFFECTIVE CONTROL Proc. Instn Civ.Engrs, Part 2,1991,91, June2,15-235 BSUOTIARLRDUADICN9N6TDG1U0PRAAPLERB Deflexion controlin the non-linear design of continuous concrete...

...A ZINGONI; M N PAVLOVIC EFFECT SUPPORT CONDITIONS LIQUIDS SPHERICAL VESSELS INCLINED SUPPORTS KINEMATICS CONSTRAINTS SHELLS STRESS INCLINED COLUMNS TANGENTIAL METHODS FLEXIBLE RINGS BEAMS MEMBRANES DISPLACEMENT DEFORMATION EDGES CORRECTIONS VARIATIONS BENDING...

...P R KNOWLES; BS 5950 © Thomas Telford and ICE 1991 PETER KNOWLES CASTELLATED BEAMS HISTORY METHODS STEEL CONSTRUCTION CALCULATIONS LOADS CARRYING CAPACITY DEFLECTION CASTELLATION INVENTIONS ELASTIC PLASTIC INTERACTIVE DESIGN CHARTS STANDARDS STRESS DISTRIBUTION...

...M RAOOF © Thomas Telford and ICE 1991 SOUTH BANK POLYTECHNIC LONDON SOUTH BANK UNIVERSITY AXIAL FATIGUE LIFE PREDICTION FATIGUE LIFE STRUCTURAL CABLES PATTERNS STRESS NORMAL HERTZIAN MULTILAYER SPIRAL STRANDS MODELS WIRE FAILURES SEAWATER THEORY CALCULATIONS...

... virtual wave power transport function index Written discussion closes 15 May 1991;for further details see p. ii. Brighton Polytechnic. 55 MORFETT radiation stress time wave period relative to current current velocity velocity correspondingto threshold of motion dissipation velocity distance width of surf...

...ESAR NASR; A D EDWARDS © Thomas Telford and ICE 1991 CAIRO AIN SHAMS UNIVERSITY HERIOT WATT UNIVERSITY LIMIT ANALYSIS LIMITS ANALYSIS LATERAL BUCKLING SLENDER CONCRETE BEAMS INCREMENTAL COMBINED BENDING TORSION STRESS RESULTANTS LOADS GEOMETRIC IMPERFECT LINEAR...

...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...

...J S SHIPWAY; SIR T BOUCH; B BAKER; SIR J FOWLER © Thomas Telford and ICE 1990 ROBERT H CUTHBERTSON RAILWAYS BRIDGES DESIGN HISTORY CANTILEVER SUPERSTRUCTURES EVOLUTION STRESS MATERIALS METHODS CALCULATIONS SUSPENSION STIFFENED CONTINUOUS GIRDERS FORCES TIES STRUTS...

... COMPRESSION MONITORING BEHAVIOUR LEACHATE LEVELS LONG TERM LOADS IN SITU LOADS TESTS BIODEGRADATION VOLUME REDUCTION PHYSICAL CREEP DIFFERENTIAL MOVEMENT EFFECT STRESS EFFECTIVE BROGBOROUGH CALVERT UK Proc. Instn Ciu. Engrs, Part 1, 1990, 88, Dec., 971-993 9580 GROUP...