... VIBRATORS FREQUENCIES COMPUTERS LOGGING PROCESSING OUTPUT ACCELEROMETERS WAVES MODELS STANDING OSCILLATORY STATIC PEAK VIBRATIONS TECHNIQUES METHODS ACCELERATION OSCILLATIONS TIMBER MAGNITUDE MODES IMMERSION LABORATORIES STUDIES Proc. Instn Cio.Engrs, Part 2, 1991,91, Sept., 603...

... significantly larger loads than hadbeen designed for these piles. Static and dynamic testing confirmed that seven of the eight piles were not capable of sustaining design loads within the settlement limits, and these piles werereplaced. 62. For the ensuing piling contracts, four methods for constructing...

.... Introduction Whilecompositeconstructionforearthquake-resistantdesignhasbeen used widely in Japanfor manypreviousEuropeanwork was confinedmainly to static loading condition The engineering community in Europe has only recently taken interest in the subject as a consequence of the imminent intro- duction...

...J A HEMSLEY © Thomas Telford and ICE 1990 OVE ARUP HONG KONG UNIVERSITY ELASTIC SOLUTIONS LARGE MATRIX PROBLEMS MATRICES FOUNDATIONS INTERACTION ANALYSIS INTERACTIVE METHODS SOIL STRUCTURE SYSTEMS STATIC APPLIED LOADING NUMERICAL TESTS USE DESIGN PRACTICE...

... BEARINGS STAYS STATIC TENDERS DEVELOPING SUPERSTRUCTURES CABLE STAYED CHANNELS SEISMICITY NATURAL LAYOUT CABLES DYNAMICS TROPICS PENANG MALAYSIA ASIA Proc. Instn Ciu. Engrs, Part 1,1990,88, Aug., 551-570 9492 STRUCTGURROAULPENGINEERING Penang Bridge Project...

... CYLINDERS STRENGTH THICKNESS RIGID SUPPORTS TESTS CAPACITY CONTACT MOMENTUM PENETRATION DEPTH FAILURES CRUSHING BEHAVIOUR DISSIPATION INSTRUMENTATION STATIC h o c . Instn Civ.Engrs, Part 2,1990,89, June, 225-239 PAPER 9538 STRUCTURAL ENGGRINOEUEPRING Polystyrene aggregate concrete...

...J R C HSU; C EVANS © Thomas Telford and ICE 1989 PARABOLIC RELATIONS PROMONTORIES EQUILIBRIUM STABILISING BAYS CONDITIONS EQUATIONS CONTROL SHAPE HEADLANDS STATIC BEACHES WESTERN AUSTRALIA UNIVERSITY INTERSTRUCT PTY PERTH Proc. Instn Ciu. Engrs, Part 2,1989,87, Dec...

...M Z AHMAD; T K DATTA © Thomas Telford and ICE 1989 MINIMUM FLAT POINTS DESIGN TRANSFER PROBLEMS CAPACITY STATIC COEFFICIENTS PANELS TRANSMISSION REINFORCEMENT SLABS SUPPORTS CONSTANT TWISTLESS MOMENTS STRIP KINEMATICS ULTIMATE DISPLACEMENT VOLUME SOLUTIONS PLASTIC...

... and continuous contact with a homogeneous half-space is examined for symmetric and antisymmetric static applied loading. The integral relationships required to define completely the plate flexure are established by means of Fourier transforms; and, possibly for the first time, closed-form expressions are derived...

...H I A HEGAB © Thomas Telford and ICE 1988 AIN SHAMS UNIVERSITY CAIRO BRIDGES STATIC ANALYSIS CABLE STAYED CABLES STAYS METHODS POTENTIAL DEFLECTION TORSIONAL LOADS TWO SPAN THREE SPAN SPANS ENERGY DECKS COMPUTERS PROGRAMS SPANS LOADING SYMMETRICAL Proc. Instn...

...JA HEMSLEY © Thomas Telford and ICE 1987 OVE ARUP ELASTIC THIN CYLINDRICAL SHELLS LOADS THEORY ENDS WALLS DESIGN STRUCTURES STATIC APPLIED BEHAVIOUR DISTORTION BASES CYLINDERS EQUATIONS ANALYSIS UNRESTRAINED RADIAL MOMENTS PRESSURE ENCASTRE UNIFORM...

... CONTAINMENT STRUCTURES STATIC APPLIED h o c . Instn Ciu. Engrs, Part 2,1987,83, Mar., 61-90 PAPER 9083 STRUCTURAL ENGGRIONUEEPRING Elastic solutions for axisymmetrically loaded circular raft with freoer clamped edges founded on Winkler springosr a half-space J. A. HEMSLEY, MEng, PhD, DIC, MICE...

...H I A HEGAB Proc. Instn Ciu.Engrs, Part 2,1986,81, Dec., 497-510 PAPER 8961 STERNGUGRCIONTUEEPRRAILNG Static analysis of cable-stayed bridges H. I. A. HEGAB. PhD* Introduction Cable-stayed bridges differ from suspension bridges in analysis, design, erection, and behaviour In a suspension bridge...

...JA EMERY © Thomas Telford and ICE 1986 LUTON BOROUGH COUNCIL UK LUTON CONCRETE BLOCKS AIRCRAFT PAVEMENTS AIRPORTS TESTS SURFACES LOADS STATIC TRIALS QUALITY ASPHALT INSTALLATION STRENGTH PERFORMANCE APRONS RECTANGULAR WORKS RUNWAYS PLATES RESURFACING...

... MEASUREMENT PROPERTIES TESTING STATIC BEHAVIOUR SLIP HEAT Proc. Instn Ciu. Engrs, Part 2,1986,81, Mar.,21-41 CTU8R93A2LU PAPER ENGINEERING GROUP Effect of reversed cyclic loadingon bond and temperature in reinforced concrete beams G. DINIC, Dipl-Ing, MSc, DIC* S. H. PERRY, BSc(Eng),PhD, MICE...

... ANCHORAGES ROCKERS LINK TOLERANCES CODES ANALYSIS FORCES DISTRIBUTION ELEMENTS FORCES ASSESSMENT LOADS STATIC DYNAMICS GEOMETRY AERODYNAMICS JINDO DOLSAN KOREA ASIA Proc. Instn Ciu.Engrs, Part 1, 1985,78, Dec., 1281-1300 PAPER 8994 STRUCTURAL ENGGRIONUEEPRING Jindo and Dolsan...

... EFFECT CRACKS FORMATION CONCRETE ROCKS INTERFACE COMPRESSIVE STRESS NON LINEAR CRACKING TENSILE MODELLING LOADS STATIC MODELS DESIGN STRUCTURES FORCES EQUILIBRIATION CONTACT SOLUTIONS OUTPUT JOINTS BLOCKS FOUNDATIONS LIMIT STATE PROFILES COMBINATIONS MATERIALS PROPERTIES...

...DJ OEHLERS; L FOLEY © Thomas Telford and ICE 1985 UNIVERSITY COLLEGE CORK TESTS COMPUTERS STUDIES STATIC FAILURES STUDS PUSH FATIGUE STRENGTH CONNECTIONS COMPOSITE BEAMS CYCLIC LOADS METHODS PREDICTION LIFE FLOW UNDIRECTIONAL CRACKS LONGITUDINAL EXPERIMENTS...

... SOLUTIONS MECHANISMS DESIGN STATIC ANALYTICAL PREDICTION DEFORMATION PATTERNS COMPRESSION POLAND JAPAN CZECHOSLOVAKIA NETHERLANDS HOLLAND Proc. Instn Ch. Engrs, Part 2, 198.5,79, Mar., 167-180 TECHNNICOATLE 397 S T R U C T UERNAGLI N E E RGIRNOGU P Yield and buckling strengthof T, Y...

...SC FAN; YK CHEUNG © Thomas Telford and ICE 1983 HONG KONG UNIVERSITY HALCROW ASIA STATIC ANALYSIS BOX GIRDERS BRIDGES SPLINE FINITE STRIP METHODS DISPLACEMENT STRIP FUNCTIONS LONGITUDINAL CONVENTIONAL TRANSVERSE SHAPE ENDS INTERIOR SUPPORTS PROBLEMS MATRIX...