...P H BISCHOFF; K YAMURA; S H PERRY; SIR A HARRIS © Thomas Telford and ICE 1991 HARRIS & SUTHERLAND POLYSTYRENE AGGREGATES CONCRETE HARD IMPACT LOADING ENERGY LOADS RESPONSES Proc. Instn Ciu. Engrs, Part 2, 1991,91,Dec.,887-889 DISCUSSION ON PAPER 9538...

...T J POSKITT Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Dec., 823-851 PAPER 9832 GROUND BOARD Energy losses in pile-driving due to soil rate effects and hammer misalignment T. J. POSKITT, PhD, DSc, FICE, FIStructE* The various factors which influence piledriving are considered. In particular...

...IPG; A WILLIAMS; M TOOLEY; A WARREN; J WHITEHEAD; J COLLIER; R CLARE; G SENIOR; W HANNAR Proc. Instr Ciu. Engrs, Part 1, 1991, W,Oct., 1107-1 111 LFIRCAYSTRSUECMTIUNRAERON GROUP Energy and the environmentclean power for the future Speakers PROFESSOR A. WILLIAMS* M. TOOLEY, Ph.D.t A. WARREN,$ J...

...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...

...A S BATCHELOR; R H PARKER; I K SMITH; I C PARMEE © Thomas Telford and ICE 1991 HOT DRY ROCKS RENEWABLE ENERGY RESOURCES GEOTHERMAL PLANT HEAT BINARY SYSTEMS TEMPERATURE POWER Proc. lnstn Civ. Engrs, Part 1, 1991, W,Aug., 933-937 DISCUSSIOINNFORMAL ENERGY BOARD Hot dry rocks...

...R MALPAS; HE MILLER; J EASTWOOD © Thomas Telford and ICE 1991 POWERGEN DEPARTMENT OF ENERGY ENERGY EFFICIENCY OFFICE DUDLEY METROPOLITAN BOROUGH COUNCIL ENERGY EFFICIENCY ECONOMICS POLITICS DEMAND POWER NUCLEAR Proc. lnstn Ciu. Engrs, Part 1, 1991, 90, June, 687-689...

... zone. The models were manufactured anadt tested the Instituteof Industrial Science, University of TokIynoc. omparison with the conventional European members, the modified section shows significant improvement in the ductility and energy absorption capacity under cyclic and transient dynamic loading...

...S N SINHA; K S NARAINE © Thomas Telford and ICE 1991 INDIAN INSTITUTE OF TECHNOLOGY ENERGY DISSIPATION BRICKS MASONRY CHARACTERISTICS TESTS CYCLIC BIAXIAL COMPRESSIVE LOADING CYCLES UNLOADING DIMENSIONLESS RATIOS STRAIN ENVELOPES GRAPHS PLASTIC LOADS BEHAVIOUR...

... MOMENTS NON LINEAR CURVATURE SPECIFIC TWIST CHARACTERISTICS INCREMENT ITERATIVE PROCEDURE METHODS LOADING RECTANGULAR I BEAMS ELASTIC RANGE CURVES INSTABILITY RELATIONS EXPERIMENTS FAILURES ENERGY STIFFNESS COEFFICIENTS EQUATIONS Proc. Instn Cio. Engrs, Part 2, 1991, 91, Mar., 89...

.... The method is based on the application of the rateof energy dissipation of breaking waves. A mathematical model is presented which produces estimates of the sediment transport rate at any point within the surf zone or estimates of the total transportrate. The model has been calibrated against field data...

...W H HAGER; N KAWAGOSHI © Thomas Telford and ICE 1990 SWISS FEDERAL INSTITUTE OF TECHNOLOGY HIROSAKI UNIVERSITY HYDRAULIC JUMP ROUNDED DROP STILLING BASINS ENERGY DISSIPATION FLOW CONFIGURATION WAVES TAILWATER EXPRESSIONS LENGTH DEPTH ROLLERS DATA ANALYSIS EFFECT...

...R J BRIDLE; T G HUGHES Proc. Instn Civ. Engrs, Part 2, 1990, 89, Sept., 3 7 5 3 8 5 PAPER 9575 STERNUGCINTEUERRAILNG GROUP An energy methodfor arch bridgeanalysis R. J. BRIDLE, BSc, FEng, FICE, ppIHT* T. G .HUGHES, PhD, M I C E ~ A computer based energy method of analysing arches for loads up...

...J P DAVIS; COULOMB Proc. Znstn Civ. Engrs, Part 2, 1990, 89, Sept., 317-340 PAPER 9438 GENRGOIUNPEENEERRINGGY Wave energy absorption by the Bristol Cylinder-linear and non-linear effects J. P. DAVIS, BSc, PhD* A previous paper described a scheme for the full-scale engineering of the Bristol...

...R CLARE; I D MAYS © Thomas Telford and ICE 1990 DEVELOPMENT WIND MACHINERY ENERGY NOISE VERTICAL TURBINES OFFSHORE TOWERS AXIS VAWT TECHNOLOGY BLADES hoc. Instn Ciu. Engrs, Part 1, 1990,88, Aug., 705-714 NGGDERINIOSEUCREPUGRSIYSN9I4OG4N3E Development of vertical axis wind...

... introduction by reminding the audience that environmental issues connected with power generation tended to be either national, and sometimes international, or local. Examples of the former were acid rain, the greenhouse effect, nuclear waste, water quality in the North Sea, and energy conservation. Examples...

...PA CRAY; PB SIMPSON; J TATTERSFIELD SIR ROBERT MCALPINE TAYLOR WOODROW WIND TURBINES STRUCTURES FOUNDATIONS VERTICAL AXIS ENERGY TOWERS Proc. lnstn Civ. Engrs, Part 1, 1990,88,June, 495496 INFORMAL DISCEUNSESRIGOYN ENGINGEREORUINPG Wind turbine structures andfoundations...

...NH COTTMAN; GR MCKAY © Thomas Telford and ICE 1990 STAWELL SHIRE VICTORIA QUEENSLAND UNIVERSITY BRIDGES CULVERTS SIZE COSTS REDUCTION FLOW TRANSITION DESIGN CHANNELS OUTFLOW PREDICTION PERFORMANCE EROSION SILTATION DEBRIS ENERGY DISSIPATION VELOCITY WATERWAYS...

...PH BISCHOFF; K YAMURA; SH PERRY © Thomas Telford and ICE 1990 KARLSRUHE UNIVERSITY SETSUNAN UNIVERSITY TRINITY COLLEGE DUBLIN POLYSTYRENE AGGREGATES CONCRETE HARD IMPACT ABSORPTION ENERGY REDUCTION LOADS DROP HAMMERS LOW VELOCITY RIGS BLOCKS MIXES COMPRESSIVE...

...H OLIVIER © Thomas Telford and ICE 1990 HYDROELECTRICITY POWER TRANSMISSION POTENTIAL LONG DISTANCE RIVERS ENERGY ELECTRICITY PROJECTS AFRICA SOUTH AFRICA UGANDA ZAIRE MALAWI ZAMBIA MOZ Proc. Instn Ciu. Engrs, Part 1,1990,88, Feb., 115-1 32 LECTURE...

...R CLARE; ID MAYS; DARRIEUS © Thomas Telford and ICE 1989 VERTICAL AXIS WIND TURBINES LTD DEPARTMENT OF ENERGY SIR ROBERT MCALPINE DEVELOPMENT WIND BLADES FARMS FINANCE SUPPLY SYSTEMS ENVIRONMENT VERTICAL TURBINES STRAIGHT MULTI MEGAWATT OPERATION RESEARCH TESTS...