...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...

...PA CRAY; PB SIMPSON; J TATTERSFIELD © Thomas Telford and ICE 1990 WLPU CONSULTANTS 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...

...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...

...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...

...D LINDLEY; DC QUARTON; R CLARE; P MUSGROVE; FOJ OTWAY; P SIMPSON; I MAYS; R ANNETT; J DERRINGTON; CK JOLLY; A GARRAD; DR COLES; D MACLEHOSE; HD OSBORN © Thomas Telford and ICE 1987 DESIGN CONSTRUCTION OPERATION AXIS WIND TURBINES HORIZONTAL POWER GENERATION PROTOTYPES MACHINERY...

...D LINDLEY; DC QUARTON © Thomas Telford and ICE 1986 TAYLOR WOODROW CONSTRUCTION LTD DESIGN CONSTRUCTION AXIS OPERATION HORIZONTAL WIND TURBINES POWER GENERATION ENERGY PERFORMANCE THEORY DEVELOPMENT MACHINERY COSTS DATA SPECIFICATIONS EXPERIMENTAL MARKETS BLADES...

...RD STURROCK © Thomas Telford and ICE 1985 CRENDON STRUCTURES LTD COMPUTERS ANALYSIS REINFORCED CONCRETE SECTIONS BIAXIAL BENDING AXIAL LOADS ULTIMATE MOMENTS RESISTANCE AXIS DESIGN PROCESS INTERACTIVE STRAIN COMPATIBILITY STRIP LENGTH CONCRETE FORCES STEEL...

...MA ROUF; F SAWKO SHEAR STRESS DISTRIBUTION MASONRY ELEMENTS STRAIN COMPRESSION PARABOLIC FORCES GEOMETRY PROPERTIES AXIS LINEAR THEORY SECTIONS MATERIALS NON LINEAR Proc. Insrn Cio. Engrs, Part 2, 1985.79, Mar., 181-191 TECHNNICOATLE 425 STRUCTURAL ENGINEERING GROUP Shear...

...R CLARE; DV EVANS; TL SHAW UK © Thomas Telford and ICE 1982 BRISTOL UNIVERSITY SIR ROBERT MCALPINE SEA WAVES ENERGY CYLINDERS DEVICES SUBMERGED DEVELOPMENT ORBITAL MOVEMENT HORIZONTAL AXIS STUDIES PERFORMANCE CONDITIONS DESIGN TECHNOLOGY INSTALLATION...

... COUPLING RESISTANCE AXIS EQUATIONS FREQUENCIES MODES SHAPE RESPONSES SEISMIC FORCES STRUCTURAL ELEMENTS ACTION STATIC DAMPING Proc. Instn CiuE. ngrs, Part 2,1982,13, June 45-64 TN 324 Evaluation of code torsionalprovisions for earthquakeresistant design of single storey buildingsw i t h t...

...B BHATTACHARYYA; VZ VLASOV © Thomas Telford and ICE 1982 DAMODAR VALLEY CORPORATION CALCUTTA DYNAMICS COEFFICIENTS PLATES STRIP LOADS MOVING BEHAVIOUR TWO PARAMETRIC LAYERED FOUNDATIONS SYMMETRICAL AXIS VELOCITY CONSTANT IN PLANE FORCES ASPECT RATIOS MODELS ELASTIC...

... analysis of European strong-motion data 1965-1978. Bull. EAEE, 1978, 4. 11. WALTEWR. C. S. Dam geology. Butterworths, 1962. 527 FAILURES CRACKING DAMS CRACKS STUDIES EARTH EARTHQUAKES EMBANKMENTS PARALLEL OBSERVATIONS EMBANKMENTS DAMAGE VERTICAL AXIS PROCEDURE SIR ALEXANDER GIBB...

... dequaterotationcanoccurandprevenpt remature collapse. The analysis again assumes that purlins are sufficiently closely spaced forthe.beam to buckle by twisting about the axis of restraint and, although Paper published: Proc. fnstn. Cit.. Engrs, Part 2, 1979, 67, Sept., 677-694. 571 DISCUSSION $ 3 5 suggests thathe maximum...

... TORSIONAL DEFORMATION REINFORCED AXIAL FORCES REDUCTION WIND MOMENTS WARPING SOLUTIONS ACCURACY TESTS STOREYS TOP UNSTIFFENED SHAPE BOUNDARIES CONDITIONS UNIFORM DISTRIBUTION AXIS EXPERIMENTS Proc. Instn Cio. Engrs, Part 2, 1979, 67, Dec., 911-986 8255 stAifnfeanlyesdis of non-planar...

... and haunched I-beams restrained at intervals on a longitudinal axis near to the tension flange, causing buckling to occur by twisting about the restrained axis. Approximate formulae for estimating the critical loadsof haunched members subjectedto arbitrary bending moment distributions are proposed andjustified...

... tuhneder combinedeffectsofbending,shear andtorsion.Therectangularpanel isreinforced by several layersof elasto-plastic barsin both directions and is subjetcot a high shearing force. An iterative method is proposed for the calculation of the neutral axis as this is influenced by the variable thickness...

... VALIDATION ELASTIC BIAXIAL METHODS ENDS LOADS FORWARD NON LINEAR AXIS MISCLOSURES STEEL EQUILIBRIUM RELATIONS BENDING COMPOSITE © Thomas Telford and ICE 1978 Proc. Zmtn Civ. Engrs, Part 2, 1978, 65, June, 323-337 8104 Inelastic analysis of biaxially restrained columns 1. M. MAY, BTech...

...CA WILBY © Thomas Telford and ICE 1977 KEBLE COLLEGE OXFORD UNIVERSITY GEC POWER ENGINEERING OPTIMISATION TANKS CONSTRUCTION AXIS FLOORS ULTIMATE DESIGN OPEN CYLINDERS BASES METHODS STRENGTH CIRCULAR MONOLITHIC VERTICAL SLABS LIMIT STATE Proc. Instn Civ. Engrs...

... GENERALISED INTERACTION STRENGTH COLUMNS THEORY TORSION FAILURES STEEL LOADS BEAMS BIAXIAL COMPUTERS PARAMETRIC AXIS REINFORCED COMPOSITE ENDS EQUATIONS Proc. Instn Civ. Engrs, Part 2, 1976, 61, Dec., 815-827 7860 DISCUSSION The ultimate strengthof biaxially restrained columns K. S. VlRDl...

...AS SCARLAT © Thomas Telford and ICE 1976 TECHNION HAIFA PRESTRESSED FOUNDATIONS ELASTIC DEFLECTION SHEAR MAGNITUDE BEAMS DIFFERENTIAL AXIS CALCULATIONS FORCES STRESS ELASTIC EQUATIONS MOMENTS BENDING Proc. Instn Civ. Engrs, Part 2, 1976, 61, June, 411417 TN 135...