... 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...

...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...

... LOADS NUMERICAL EFFECT STIFFENERS IMPERFECTIONS CAPACITY YIELD RIGIDITY SLENDERNESS Proc. lnstnCio. Enyrs, Part 2,1990,89, Mar., 47-65 PAPER 9483 STRUCTURAL ENGGRINOEUEPRING Transversely stiffened girder webs subjected to shear loading-part 1:behaviour K.N. RAHAL, PhD* J. E. HARDING, PhD, DIC...

...M RAOOF © Thomas Telford and ICE 1989 FREE SPIRAL EXPERIMENTS THEORY RESTRAINED METHODS RIGIDITY FRACTURE FATIGUE ENDS MODELS BENDING STRANDS STRUCTURAL PROBLEMS TERMINATION EFFECTIVE PREDICTION LOCATION DATA SPECIMENS AXIS TESTS LARGE CHARACTERISTICS BEHAVIOUR...

... TRANSVERSE FLANGES MODELS INELASTIC MECHANISMS UNDERWATER CROSSINGS SHIELD DRIVEN PROPERTIES SHIELDS CYLINDRICAL FINITE STRIP MOMENTS CURVATURE RESPONSES STIFFNESS TUBES RIGIDITY HUDSON RIVER MANHATTAN NEW JERSEY USA UNITED STATES Proc. Instn Cio.Engrs, Part 2,1989,87, June...

...FR MOUDARRES; A COULL; A RUTENBERG ISRAEL INSTITUTE OF TECHNOLOGY, HAIFA STRUCTURES VIBRATIONS FREE OUTRIGGERS BRACED CANTILEVER FLEXURAL CONSTRAINTS ROTATION CORES PROPERTIES FREQUENCIES COLUMNS RATIOS RIGIDITY SEISMIC TRANSFER MATRIX MATRICES METHODS TECHNIQUES...

... FLEXURAL AXIAL STIFFNESS CORES COLUMNS HEIGHT EQUATIONS NORMAL MODES BUILDINGS MULTI STOREY DEFORMATION SHEARING RIGIDITY Proc. Instn Ciu. Engrs, Part 2, 1985,79, Mar., 105-117 PAPER 8852 S TERNGUGRCIONTUEUEPRRAILN G Free vibrationsof outrigger-braced structures F. R. MOUDARRES, BSc,PhD...

... MEMBERS STABILITY BEAMS FUNCTIONS FLEXURE STOREYS BAYS COLUMNS SYMMETRY RIGIDITY SHEAR CALCULATIONS STIFFNESS Proc. Instn Civ. Engrs, Part 2,1983,75, Mar., 129-135 TECHNICAL NOTE 359 Accuracy of natural freq-luencies givenb'Y substitute sway frames with cladding F. W. WILLIAMS" M. D. BOND...

...JM HUSLID; KC ROCKEY; M HERZOG © Thomas Telford and ICE 1980 INFLUENCE ENDS POSTS RIGIDITY COLLAPSE BEHAVIOUR PLATES GIRDERS CALCULATIONS SHEAR STRENGTH PANELS FLANGES WEBS FAILURES MODES ULTIMATE LOADS TWIN Proc. Instn Cia. Engrs, Part 2, 1980, 69, Sept., 871-872...

... RATIOS INITIAL TECHNIQUES EQUILIBRIUM BOUNDARIES FAILURES ELASTOPLASTIC STIFFENED FORMULATION LATERAL COMBINED T SECTIONS SECTIONS RECTANGULAR GEOMETRY EQUATIONS DYNAMICS PLASTICITY FULL PANELS RIGIDITY DEFORMATION PREDICTION DISPLACEMENT CONDITIONS MO IMPERIAL COLLEGE...

...FW WILLIAMS; UWIST © Thomas Telford and ICE 1980 UWIST BUCKLING CONTINUOUS DESIGN METHODS STIFFNESS RIGIDITY AXIAL CURVES LOADS EXACT THEORY ELASTIC COLUMNS GRIDS OUT OF PLANE DISTRIBUTION FORCES CALCULATIONS FAST SUPPORTS HAND BEAMS LOADS FLEXURAL SCALING...

...R NARAYANAN; TOORANI GOLODSALAR; CP 110; ACI 318 © Thomas Telford and ICE 1979 CARDIFF UNIVERSITY COLLEGE FIBRES REINFORCED CONCRETE PURE TORSION COMBINED BENDING INFLUENCE STEEL TORSIONAL FLEXURAL RIGIDITY BEAMS ULTIMATE LOADS TESTS SQUARE RECTANGULAR CAPACITY...

...JM HUSLID; KC ROCKEY © Thomas Telford and ICE 1979 TRONDHEIM UNIVERSITY STATOIL NORWAY CARDIFF UNIVERSITY COLLEGE INFLUENCE RIGIDITY PLATES ULTIMATE EXPERIMENTAL METHODS PHYSICAL CAPACITY MECHANISMS FLANGES SUPPORTS BAYS ENDS COLLAPSE GIRDERS STRENGTH LOADS...

... CALCULATIONS GOVERNING INCREMENTAL LOADS GEOMETRY STRENGTH BOUNDARIES RESIDUAL MODES SIZE MAGNITUDE DESIGN ELASTOPLASTIC CYLINDERS INITIAL COMPRESSION RIGIDITY MULTILAYER EQUATIONS DYNAMICS CURVES BEHAVIOUR EXPERIMENTAL CONDITIONS DISTORTION EFFECT LENGTH MODES © Thomas Telford...

... CONSTITUTIVE DATA BUCKLING BEAMS METHODS RECTANGULAR DIFFERENTIAL INCREMENTAL FLOW RIGIDITY ELEMENTS NUMERICAL ASSEMBLAGES DENSITY ELASTIC HOLLOW EXPERIMENTAL SQUARE WEBS ACCURACY DISPLACEMENT BOUNDARIES FINITE DIFFERENCE SHORT COLUMNS INTERACTIVE SECTIONS EQUATIONS YIELD RULES...

...JE HARDING; RE HOBBS; BG NEAL © Thomas Telford and ICE 1977 IMPERIAL COLLEGE ELASTOPLASTIC SQUARE IN PLANE DEFLECTION PLATES MULTILAYER EQUATIONS PEAK STRAIN OUT OF PLANE BIAXIAL BASIC PLASTIC PANELS INTERACTION ANALYSIS PLATES FINITE DIFFERENCE THIN RIGIDITY...

...BP SINHA; AW HENDRY © Thomas Telford and ICE 1976 EDINBURGH UNIVERSITY STRUCTURAL TESTS QUARRIES RIGIDITY LATERAL ROCKS INVESTIGATIONS SHEAR WALLS PROGRESSIVE BUILDINGS CONDITIONS SLABS PRECOMPRESSION TESTING STATIONS DEVELOPMENT PANELS LOADS BEHAVIOUR COMPRESSION...

... COMPUTERS ANALYSIS RIGIDITY PLATES ORTHOTROPIC DECKS STIFFENED SOLUTIONS DEFLECTION ORTHOGONAL EXPERIMENTS STRINGERS DESIGN TIME GENERATION Proc. Instn Ciu. Engrs, Part 2, 1975, 59, Mar., 149-168 7782 Influence surfaces for orthotropic steel bridge decks An analytical method to produce...

...RH FERAHIAN © Thomas Telford and ICE 1975 BUCKLING RECTANGULAR RESTRAINT SUPPORTS BENDING WEBS COEFFICIENTS LOADS BIAXIAL PLATES EDGES SOLUTIONS RIGIDITY BOUNDARIES ENERGY COMPRESSION ELASTIC SIMPLE GOVERNING BEAMS CONDITIONS METHODS Proc. Instn Cio. Engrs, Part 2...

...RH FERAHIAN BUCKLING ELASTIC DEFLECTION CONDITIONS RIGIDITY ENERGY SQUARE RECTANGULAR RESTRAINT FORMS COEFFICIENTS WEBS METHODS PLATES EDGES BOUNDARIES BENDING STIFFENERS LOADS © Thomas Telford and ICE 1973 TN 84 Buckling of nearly square rectangular plates elastically...