...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 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...

... for the previously reported experimental observations that the first wire fractures in free bending tests are invariably located near the neutral axis (in terms of plane-section bending). A newly developed alternative to the traditional maximum extreme fibre stress concept for strand fatigue life prediction has been...

...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...

..., construction and commissioning of two wind turbine generators. The first of these on Burgar Hill, Orkney was commissioned in September 1983, and has since operated synchronously with the grid for more than 5300 hours. The machine has a 20 m diameter, two-bladed horizontal axis rotor and is rated at 250 kW...

...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 © Thomas Telford and ICE 1985 BANGLADESH ENGINEERING TECHNOLOGY UNIVERSITY DHAKA LIVERPOOL UNIVERSITY SHEAR STRESS DISTRIBUTION MASONRY ELEMENTS STRAIN COMPRESSION PARABOLIC FORCES GEOMETRY PROPERTIES AXIS LINEAR THEORY SECTIONS MATERIALS NON LINEAR...

...R CLARE; DV EVANS; TL SHAW © 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 ANNUAL...

... 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 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 COMPRESSIBLE MATERIALS...

... DAMAGE VERTICAL AXIS PROCEDURE ...

...MR HORNE; CP NEWSOME; H SHAKIR KHALIL; RC HAIRSINE; S AKHTAR STABILITY HAUNCHED SPACING RESTRAINT BUCKLING RATIOS PLASTIC AXIS FORCES TAPERED TAPERS PORTAL LATERAL MEMBERS SUPPORTS COLUMNS HINGES TENSION FLANGES BEAMS PURLINS TORSIONAL RAFTERS SLENDERNESS CONTRAFLEXURE...

... 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...

... 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...

...MR HORNE; H SHAKIR KHALIL; S AKHTAR © Thomas Telford and ICE 1979 MANCHESTER UNIVERSITY LAHORE UNIVERSITY STABILITY TAPERED TAPERS BEAMS HAUNCHES HAUNCHED TREATMENT ELASTIC BEHAVIOUR I BEAMS RESTRAINED AXIS TENSION FLANGES BUCKLING FORMULAE ESTIMATES LOADS MEMBERS...

... force deflexions calculated deflexion depth of neutral axis matrix of partial derivatives deflexion vector of corrections strain strain at maximum stress in concrete yield strain of steel curvature orientation of neutral axis, end rotation Written discussion closes IS August, 1978, for publication...

... a,/3 constants chosen to represent parameters considered as constants 1.1 ratio of m about ahorizontal axis to vertical axis introduction This Noteconcerns open tanksof monolithic construction composed of cylinders with vertical axes and closed with base slabs. It concerns design for liquid storagefor...

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