...I P CASTRO; J M R GRAHAM WIND ENGINEERING NUMERICAL CFD COMPUTATION FLUIDS DYNAMICS MECHANICS CODES DESIGN MODELLING MATHEMATICAL LOADING AERODYNAMICS MODELS LOADS LABORATORIES FLOW METHODS PROCEDURE BOUNDARIES CONDITIONS DISCRETISATION Numerical wind engineering...

...D D A PIESOLD; J M CORNEY © Thomas Telford and ICE 1999 KNIGHT PIESOLD MARCONI AVIONICS IMPERIAL COLLEGE BRIDGES DECKS ACTIVE AEROFOILS STABILISATION CABLES SUPPORTS INSTABILITY TORSIONAL WIND AERODYNAMICS FLUTTER OSCILLATIONS SPANS STABILITY SPEED AIRCRAFT...

... established: an impact test for the smaller pinnacles, which involved attaching a transducer to a pinnacle and monitoring the pinnacle response to a gentle impact load; and a laser test for the larger pinnacles, which involved monitoring their ambient (wind) response. Both types of test are described...

...P A BLACKMORE; BRE; BS 6399 © Thomas Telford and ICE 1997 BUILDING RESEARCH ESTABLISHMENT BRE STRUCTURES BUILDINGS DESIGN WIND TUNNELS TESTING ROLE TESTS ESTIMATION WIND EFFECT FORCES LOADS LOADING CODES EXPERIMENTS METHODS COST EFFECTIVE CASE STUDIES MEASUREMENT...

...B N PRITCHARD; G M PINFOLD © Thomas Telford and ICE 1997 NCL STEWART SCOTT CHIMNEYS INDUSTRIAL STATE OF THE ART CONCRETE REINFORCED LOADS WIND MOMENTS DISCUSSION Industrial chimneys: a review of the current state of the art B. N. Pritchard Proc. Instn Civ. Engrs Structs...

... be made using the STD he describes if the short-duration loads govern that design? This may well be the case for short-span bridges; however, as spans increase or the length of deck on a continuous viaduct increases, wind loads could become the governing longitudinal loadcase. BD 37/88,1 for example...

... but they frequently leak, overheat, discolour and under perform . He continued by looking at the main loadings which need to be considered in cladding design. These were listed as follows (a) wind loading (b) snow/ice (c) rain (d) people, vehicles, occupants (e) access and maintenance (f) surface dead loads (g...

... STUDIES BRIDGES M74 STEEL METAL FATIGUE DAMAGE LOADS LOADING SPATIAL INSTRUMENTATION INSTRUMENTS FISH FARMS FARMING WIND ANEMOMETERS ACCELEROMETERS VANES OFFSHORE BREAKWATERS TRANSDUCERS WAVES SELECTION COMPRESSION MILTON BRIDGE KESSOCK BRIDGE SCOTLAND GORSTEN LA COLLETTE...

... EFFECT DESULPHURISATION FGD STRUCTURES SAFETY FLUIDS DYNAMICS THERMAL CORROSION CHEMISTRY BEHAVIOUR ASSOCIATIONS ORGANISATIONS TALL SULPHUR WIND CROSSWINDS VORTICES EXCITATION RESPONSES BRICKWORK BRICKS GRP GLASS REINFORCED PLASTIC ACID BOLTS CONNECTIONS PRITCHARD 70 used...

...N FURUYA; M TATSUMI; D C C DAVIS © Thomas Telford and ICE 1995 MOTT MACDONALD BRIDGES TECHNICAL INNOVATION CONSTRUCTION DESIGN SUSPENSION AERODYNAMICS DECKS WIND CABLES WIRE HIGHWAYS TRAFFIC LOADS LOADING AKASHI KAIKYO JAPAN ASIA DISCUSSION Technical...

...T A WYATT © Thomas Telford and ICE 1995 IMPERIAL COLLEGE WIND ENGINEERING SOCIETY WIND GUSTS EFFECT EXTREME PREDICTION ENGINEERING APPLICATIONS DESIGN FORCES ESTIMATION SPECIFICATIONS MODELS TURBULENCE THERMAL CONVECTION SPEED LOADS SENSITIVITY ACTION ESTIMATING...

...N FURUYA; M TATSUMI; W G CURTIN © Thomas Telford and ICE 1994 HONSHU SHIKOKU BRIDGE AUTHORITY BRIDGES TECHNICAL INNOVATION CONSTRUCTION SUSPENSION SPANS LONG SPAN LAYERS ANCHORAGES FOUNDATIONS SUPERSTRUCTURES METHODS CONCRETE CEMENT WIRE TESTS WIND TUNNELS HIGHWAYS...

... this approximate methodis demonstrated by the posterioranalysis of 15 existing cable-stayedbridges andof two under construction, for part of whicehither the natural frequencies have been measured in situ or the critical wind speeds in wind tunnels. Notation cross-sectionof the girder cross-sectionof the staycable...

... at Ferrybridge Power Station in November 1965;then due circumferentialstressresultantinaxisymmetric imperfect shell mean meridional force due to wind quasi-statimc eridionaflluctuatinfgorcdeuteo wind resonant meridional force due to wind crest factor total meridional force due to wind 5.30p.m. 26Apyillgg4...

... IMPERFECTIONS CIRCUMFERENTIAL DEFORMATION BUCKLING STABILITY FINITE ELEMENTS WIND LOADS WATER REINFORCED CONCRETE WEST BURTON RATCLIFFE UK Structural deficienciesof natural draught cooling towersat UK power stations Part 2: surveying and structural appraisal R. A . Pope, BSc(Eng...

... of, resin injectionof cracked detailed exercise established theneed to carry shells anda unique repair using parafil out either strengtheningor repair schemes on ropes as an external girdleto contain a those towers where the wind speeds which tower shell against failure are presented. result in cumulative...

.... The Aust viaducbtox piers and arrangements in high winds, fullHA loading the Beachley viaduct trestles were being used with a wind speed of 20 m/s and one strengthened. Shipcollision protection t o lane of HA in each carriageway upto a speed of the Austviaduct andthe Wye Bridge was 28 m/s. Reduced...

... WIND DECKS ORTHOTROPIC STEEL DECKS SURFACING TROUGHS PLATES WEBS JOINTS HANGERS FLOTATION DIAPHRAGM SUSPENSION STAYS CABLE STAYED WELDING SEVERN BRIDGE RIVERS BEAMS SEVERN ENGLAND WALES UK Strengthening and refurbishmenotf Severn Crossing Part 4: TRRL research...

... RESURFACING WIND EFFECT LOADING LOADS HIGHWAYS SHIPS COLLISIONS PIERS VIADUCTS ANCHORAGES SEVERN ENGLAND WALES UK Strengthening and refurbishmenotf Severn Crossing Part 5: other background research and development A . R. Flint,OBE, BSc,PhD, FEng, FICE9FIStructE, FCGI, MConsE, and B...