...M Z COHN; Z LOUNIS; BS 8110 © Thomas Telford and ICE 1991 WATERLOO UNIVERSITY DEFLECTION CONTROL NON LINEAR DESIGN CONTINUOUS CONCRETE BEAMS SIMPLIFIED METHODS LIMIT STATE LIMIT EQUILIBRIUM LOWER BOUNDS COLLAPSE LOADS FACTORS PLASTIC HINGES MOMENTS ELASTIC...

...AJ COOPER; MG REYNOLDS; CJ PARKER © Thomas Telford and ICE 1989 INTERCITY BRITISH RAIL ENGINEERS TIME TRAINS SIGNALLING RESTRICTIONS MANAGEMENT RAILWAYS COSTS SIMBIDS BIDIRECTIONAL METHODS JOURNEYS SPEED SIMPLIFIED TEMPORARY TRACK Proc. Instn. Ciu. Engrs, Part 1...

...A COULL; BS CHOO Proc. Instn Ciu.Engrs, Part 2,1982,73,June, 365-381 8524 Simplified elasto-plastic analysis of coupled shear walls A. COULL, BSc, PhD, FRSE, FICE, FIStructE* B. S. CHOO, BSc, PhD* An approximate method, based on the continuum approach, is presented for the analysis of the non...

... DATA CALIBRATION IN SITU PRECAST T BEAMS POCKETS STUDS CONNECTORS FAILURES LONGITUDINAL FLOORS SYSTEMS TALL FINITE ELEMENTS CAR PARKS PARKING CARS SPACING COMPUTERS PROGRAMS BEARING CONCRETE PARTIAL ULTIMATE EQUATIONS REINFORCEMENT PAIRS SIMPLIFIED BEAMS FAILURES BARS U...

...MAM HERZOG KOYNA PACOIMA INDIA ASIA USA NORTH AMERICA © Thomas Telford and ICE 1982 SIMPLIFIED ANALYSIS CONCRETE GRAVITY DAMS EARTHQUAKES ARCHES METHODS APPROXIMATE EQUIVALENT STATIC FORCES EVALUATION SEISMIC COEFFICIENTS MOTION LOADS VIBRATIONS...

...F FUJII © Thomas Telford and ICE 1981 GIFU UNIVERSITY JAPAN MEMBRANES RECTANGULAR SLABS MODELS EDGES NUMERICAL CORRELATION PATTERNS METHODS PROCEDURE STUDIES ACTION REINFORCED POST CRACKING SIMPLIFIED CONSTRAINTS STRESS TRAJECTORY FINITE ELEMENTS LOADS PREDICTION...

...KR PEATTIE; BOUSSINESQ; P ULLIDTZ; POISSON; BISTRO Proc. Instn Cio. Engrs, Part 2, 1981, 71, Mar., 185-196 8427 Simplified computing techniques for analysing flexible pavements K. R. PEA'ITIE, BSc,PhD,FICE,FASCE, FIHE* p. ULLlDTZ, M S c ,P h D ,D rt e c h n ,M A l F ? Simplified techniques...

...HR EVANS; NE SHANMUGAM © Thomas Telford and ICE 1979 CARDIFF UNIVERSITY COLLEGE ELASTIC ANALYSIS CELLULAR STRUCTURES WEBS OPENINGS SIMPLIFIED GRILLAGES METHODS MULTI CELLULAR REDUCTION SHEAR TORSIONAL STIFFNESS EFFECT COEFFICIENTS EMPIRICAL CURVES PARAMETRIC FINITE...

...IS ROBINSON; P MATSOUKIS; JM TOWNSON; TL SHAW Proc. Instn Civ. Engrs, Part 2, 1979.61, Sept., 855-860 8161 DISCUSSION Tidal response of a wedge-shaped estuary to theinstallation of a tidal power barrage : a simplified analyticalapproach 1. S. ROBINSON M r P. Matsoukis and Dr J. M. Townson...

...A KUMAR; CHEZY SHEFFIELD CITY POLYTECHNIC VARIED HORIZONTAL ADVERSELY DIFFERENTIAL OPEN FRICTION CLOSED FORM NUMERICAL NON DIMENSIONAL BEDS TABLES SURFACE CHANNELS RECTANGULAR PARABOLIC INTEGRATION EQUATIONS LOSS DEPTH METHODS SIMPLIFIED PROFILES SLOPING TRAPEZOIDAL...

...HR EVANS; NE SHANMULGAM © Thomas Telford and ICE 1979 CARDIFF UNIVERSITY COLLEGE APPROXIMATE ANALYSIS SIMPLIFIED MULTI CELLULAR CONTINUOUS SKELETAL FINITE ELEMENTS CONDITIONS SHEAR STIFFNESS SPANNING WEBS GRILLAGES STRUCTURES TECHNIQUES PROBLEMS PLATES MEMBERS...

... MODELLING APPROXIMATION CHARACTERISTICS VELOCITY TECHNIQUES DYNAMICS OPTIMISATION EBB GOVERNING SEAWARD IMPERMEABLE EXTRACTION HARMONIC WEDGES INSTALLATION SIMPLIFIED LINEAR SINGLE SOLID BARRIERS OPTIMUM CALCULATIONS CLOSURES MATHEMATICS TURBINES FLOODS EQUATIONS BOUNDARIES...

...J MUNRO; PW JOWITT © Thomas Telford and ICE 1978 IMPERIAL COLLEGE DECISIONS INDUSTRIES STATISTICS PROBABILITY FORMULAE ANALYSIS READY MIXED LOSS MIXES SIMPLIFIED CONCRETE MODELS FUNCTIONS SIMPLE LAGRANGIAN Proc. Instn Civ. Engrs, Part 2, 1978, 65, MaL, 41-52 Decision...

... SIMPLIFIED SPECTRAL WAVES STRESS DAMAGE ITERATIVE LINEAR AMPLIFICATION SEA NORTH SEA Proc. 1n.m Civ. Engrs, Part 1, 1976, 60, Nov., 635-654 7950 . Fatigue analysis of steel offshore structures An evaluation of fatigue failure potential in joints and members is required at an early stage...

...MJH STERLING; B COULBECK © Thomas Telford and ICE 1976 SHEFFIELD UNIVERSITY SHEFFIELD POLYTECHNIC LINEAR WATER SIMPLIFIED NETWORKS DYNAMICS SYSTEMS WATER SUPPLY STATIC MODELS COMPUTERS OPERATIONS VALUE Proc. Instn Ciu. Engrs, Part 2, 1976, 61,Sept., 582 7911 SYNOPSIS...

...CT MORLEY; S RAJENDRAN STRENGTH REINFORCED PLASTIC MATERIALS COLLAPSE BENDING SHEAR SECONDARY FAILURES METHODS BEAMS SIMPLIFIED EFFECTIVE CONCRETE THEORY DESIGN LIMIT STATE MOMENTS FORCES STRESS UPPER BOUNDS EXPERIMENTS ROOTS WIDTH FLANGES PROPERTIES CHARTS TESTS...

... WALLS ELASTIC LATERAL INTERACTING THEORY STRUCTURES SIMPLIFIED SECONDARY DEFORMATION CONDITIONS PROCESS Proc. Insrn Civ. Engrs, Part 2, 1975,59, Mar., 139-148 7778 Non-uniform shear wall-frame systems with elastic foundations K. ARVIDSSON* A practical method is presentedfor lateral load...

...BN GUNTER © Thomas Telford and ICE 1974 SNOWY MOUNTAINS ENGINEERING INVESTIGATIONS PROCEDURE BRIDGES FREQUENCY UNITGRAPHS RECORDS STATIONS PEAK TROPICS STUDIES SIMPLIFIED FLOODS MANUALS CULVERTS METHODS CATCHMENTS STREAMS RAINFALL DISCHARGES TOPOGRAPHY TRIANGULAR...

...SK BHATTACHARYA; AN BISWAS; HA EINSTEIN © Thomas Telford and ICE 1972 CALCUTTA PORT COMMISSIONERS AVERAGE ALLUVIAL CHANNELS LOADS TRANSPORT RIVERS EVALUATION METHODS RATING CAPACITY SIMPLIFIED SEDIMENTS SPILLS CURVES BHAGIRATHI INDIA ASIA 7496 Average...

...J R D FRANCIS; A B PATTANAIK; S H WEARNE © Thomas Telford and ICE 1968 IMPERIAL COLLEGE BALIMELA BAM ORISSA MANCHESTER UNIVERSITY UMIST FLOW GROYNES PATTERNS STRUCTURES SIMPLIFIED CHANNELS TECHNICALNOTE 8 Observations of flow patterns around some simplified groyne...