... 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...

...R MCCABE; CHIN FUNG KEE HYUNDAI BRIDGES PENANG BRIDGE DESIGN SPANS LOADS DECKS RUBBER AERODYNAMICS TESTS ANCHORAGES COUNTRIES PROJECTS CONSTRUCTION NAVIGATION SEISMIC PIERS BEARINGS STAYS STATIC TENDERS DEVELOPING SUPERSTRUCTURES CABLE STAYED CHANNELS SEISMICITY...

... 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...

...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...

... to the logarithmic spiral previously adopted. The relationships so derived apply only when bays have reached the limit of erosion or greatest indentation, when static equilibrium is said to apply. Such conditions ensue in model studies and prototype bays on islands and promontories where sediment input is known...

... 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...

... CONCRETE STORAGE TANKS 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...

...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...

...H I A HEGAB © Thomas Telford and ICE 1986 AIN SHAMS UNIVERSITY ABBASIA, CAIRO BRIDGES CABLE STAYED ANALYSIS STATIC METHODS COMPUTERS EQUATIONS MULTI SPAN LINEAR LOADS SPANS FORCES CABLES STAYS GIRDERS PYLONS COMPRESSIVE PROGRAMS DEFLECTION Proc. Instn Ciu.Engrs...

... Airport to assess the suitability of concrete blocks as a surface for aircraft pavements which are subjected to slow moving and static aircraft loadings. The results of the trials indicated that concrete blocks have certain advantages over the pavement-quality concrete and Marshall asphalt surfaces...

... to static loading, and Bertero et aL3 have presented a model based on experimentsfor the case of static loading, onlyrecently has any experimental work roeninforced concrete subjected to long-term cyclic loading been carried out. A major reason for this is clearly the difficulty inmeasuringthechange in both...

... 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 ACCURACY HLUHLUWE NATAL...

... ELEMENTS FORCES ASSESSMENT LOADS STATIC DYNAMICS GEOMETRY AERODYNAMICS JINDO DOLSAN KOREA ASIA © Thomas Telford and ICE 1985 RENDEL PALMER & TRITTON Proc. Instn Ciu.Engrs, Part 1, 1985,78, Dec., 1281-1300 PAPER 8994 STRUCTURAL ENGGRIONUEEPRING Jindo and Dolsan...

... computer studies show that the static strengthof a stud shear connection reduces as soon as cyclic loads are applied. They also lead to a method of predicting the fatigue life which depends on the maximum static shear strength, the uni-directional rangofesthe shear loads and the maximum possible shear load...

... 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...