... element method. The Mohr-Coulomb failure criterion is used to determine the approximate extent of the failure zone. It is found that wave-induced stresses must be analysed throughout an entire wave cycle in order to assess the likelihood of failure, and also that the stability of a slope under waves...

... embedment, rotational instability is not anissue once thepermanent prop is in place. Provided that certain factors are taken into consideration, an analysis using a limit-equilibrium-type stress distribution (which might be used as a basis for outline design) gives bending moments similar to those...

...M A BRADFORD © Thomas Telford and ICE 1991 ELASTIC ELASTICITY COMPOSITE T BEAMS PRESTRESS STRENGTHENING STRENGTH TENDONS INSTABILITY TESTS CRITICAL STRESS Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Dec., 875-885 TECHNINCOATLE 563 STRUCTURAL ABNUDILDING Elastic stabilityof...

...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 IMPERIAL COLLEGE EDGES DISTURBANCE SPHERICAL SHELLS VARIATIONS GEOMETRY PARAMETERS SUPPORTS THICKENING PEAK STRESS STUDIES INVESTIGATIONS LAWS MAXIMUM TOTAL FIBRES OPEN THIN SYMMETRICAL LOADS CLOSED FORM EXPRESSIONS...

... MATERIALS STRESS STRAIN FAILURES MODELLING CRACKS CRACKING ITERATIVE METHODS SMEARED INCREMENTAL PROCEDURE LOADING PREDICTION PLAIN PRISMS STRIP REINFORCED BEAMS FLEXURE SHEAR TRIAXIAL MEMBERS ULTIMATE Proc. lnstn Civ. Engrs, Part 2, 1991, 91, Sept., 517-544 PAPER 9746...

...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 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...

... 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...

... 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 © 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...

...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...

...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 AXIAL FATIGUE LIFE PREDICTION FATIGUE LIFE STRUCTURAL CABLES PATTERNS STRESS NORMAL HERTZIAN MULTILAYER SPIRAL STRANDS MODELS WIRE FAILURES SEAWATER THEORY CALCULATIONS CONTACT SLIPPAGE EFFECT PRESSURE HYDROSTATICS CORROSION SOUTH BANK POLYTECHNIC LONDON...

... subjected to combined bending and torsion is described. The stress resultants are produbcyeddirect loads or by the actionof a perfect load acting on a geometrically imperfect beam. Both linear and non-linear moment+urvature/ specifictwistcharacteristics are used. In thenon-linearcase,thesecharacteristicsare...

... 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...

...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...