... VIBRATORS FREQUENCIES COMPUTERS LOGGING PROCESSING OUTPUT ACCELEROMETERS WAVES MODELS STANDING OSCILLATORY STATIC PEAK VIBRATIONS TECHNIQUES METHODS ACCELERATION OSCILLATIONS TIMBER MAGNITUDE MODES IMMERSION LABORATORIES STUDIES Proc. Instn Cio.Engrs, Part 2, 1991,91, Sept., 603...

...U A GIRHAMMAR; V K A GOPU ANALYSIS EFFECT COMPOSITE CONCRETE TIMBER BEAMS COLUMNS METHODS INTERLAYER SLIP INFLUENCE CLOSED FORMS INTERNAL AXIAL FORCES MOMENTS APPROXIMATE FORMULAE MAGNIFICATION CALCULATIONS MEMBERS SECOND ORDER APPLICABILITY DESIGN UNCRACKED SIMPLE...

...JA GILBERT © Thomas Telford and ICE 1987 JAMES CARRINGTON & PARTNERS. WATER COMMISSIONERS BUILDINGS RENOVATION LISTED TALL DEFLECTION HEAVY LOAD BEARING WAREHOUSES SUBFLOOR FLOORS ORNATE STONE ELEVATIONS SILT TIMBER PILES DRIVING SLEECH EXTENSIONS...

...RM HAY; RA DOUGLAS; FORESTRY COMMISSIO FORESTRY COMMISSION ENGINEERS FORESTRY ROADS EDUCATION TIMBER HAULAGE Proc. Instn Cio. EngrsP, art 1,1987,82, Apr., 481483 9054 DISECNUGSSINMIOEANENRAINGGEMENT GROUP The roleof the civil engineer in the Forestry Commission R.M. Hay Dr R...

...C WADE; J HEYMAN; JR HORSLER © Thomas Telford and ICE 1986 TIMBER VAULTS OCTAGONS CATHEDRALS STRUCTURES DESIGN HORIZONTAL MEMBERS JOINTS BEHAVIOUR CREEP LOZENGING ELY UK Proc. Instn Civ. Engrs, Part 1, 1986,80, Oct., 1423-1424 8895 DISSCTURSUESNCIGTOUINNREAELRING...

... reconstruction withinthe existing fabricof the Fort and the provision of new facilities.Thestructuralworks constitute almost 30%)of the total contract value, and comprise not only new frames and comprehensive upgrading, but also major timber strengthening operations. Introduction Fort George is located...

...RM HAY © Thomas Telford and ICE 1986 FORESTRY COMMISSION CIVIL ENGINEERS GOVERNMENT FORESTRY FORESTS TIMBER HARVESTING GROWING PLANNING ROADS DESIGN CONSTRUCTION BRIDGES MANAGEMENT METHODS COSTS REMOTE MAINTENANCE ENGINEERING TECHNOLOGY RECREATION UK Proc...

...EC WADE; J HEYMAN; W HURLEY; A DE WALSINGHAM; A DE WALSINGHAM; ESSEX; GG SCOTT © Thomas Telford and ICE 1985 FELIX SAMUELY & PARTNERS CAMBRIDGE UNIVERSITY CATHEDRALS TIMBER OCTAGONS CONSTRUCTION VAULTS STRUCTURES CROSSINGS MEMBERS RESTORATION MODIFICATION STRIPPING...

...-beamsactingcompositely with an in situ concrete top slab are a commofonrm of construction in the short to mediumspan range. It is sometimesrequired to makeU-beamshalf-jointedattheirends,and,atpresent,this is achieved by using complicated timber formworkattached to the endosf a standard U-beam mould. The method...

...BO HILSON; PD RODD © Thomas Telford and ICE 1985 BRIGHTON POLYTECHNIC NAILS WEBS DESIGN PROCEDURE SECTIONS I SECTIONS STEEL TIMBER FLANGES CORRUGATED TESTS COMPONENTS LABORATORIES NAIL WEB BEAMS PROBLEMS EFFECT SLIP DISTORTION SHEAR FACTORS MODULUS EQUATIONS...

...AR BUCHAN © Thomas Telford and ICE 1984 STRATHCLYDE UNIVERSITY HARBOURS REFUGE BREAKWATERS WATER STRUCTURES WALLS VERTICAL BLOCKWORK FOUNDATIONS RUBBLE MOUND CONCRETE SEABED MASS CAST TIMBER FRAMES QUARRIES SUPPLY RAILWAYS RAW MATERIALS SERVICES BASES OIL...

...I SMITH SERIES TYPE SOLUTIONS TIMBER BEAMS CONNECTIONS SEMI RIGID STRESS DEFLECTION LAYERS THEORY EXPERIMENTS SIMPLE SUPPORTS THREE PIECE UNIFORM CONSTRUCTION LOADS DISTRIBUTION VALUE DISPLACEMENT ACCURACY Proc. Instn Ciu. Engrs, Part 2, 1980, 69, Sept., 101-719 8352...

...DB SCOTT; J SIMPSON © Thomas Telford and ICE 1980 SIR WILLIAM HALCROW CONCRETE TRACK TIMBER MAINTENANCE WELDED SUPPORTS SLEEPERS BEHAVIOUR ECONOMICS PROPERTIES CWR RAILS RAILWAYS PRESTRESSED DERAILMENTS COSTS CONTINUOUSLY EALING BROADWAY EALING LONDON...

...PJ MOSS; AJ CARR; NC CREE BROWN Proc. Instn Ciu. Engrs, Part 2, 1980, 69, Mar., 33-47 8266 Large deflexion non-linear behaviour of nailed layered timber hyperbolic paraboloidal shells P. J. MOSS, PhD, BE, DIC, M I C E , M N Z I E * A. J. CARR, PhD, M S , BE, M A S C E , M N Z I E * N. C . CREE...

...DB SCOTT UK CONCRETE TRACK HISTORY REPLACEMENT PRETENSIONED RAILS NON PRETENSIONED COMPONENTS ECONOMICS MAINTENANCE TESTS SUPPORTS SLEEPERS WAR TIMBER CONTINUOUSLY DESIGN PERFORMANCE BALLAST FACTORS FASTENINGS ACCEPTANCE RAILWAYS DEVELOPMENT WORK MONOBLOCKS...

... REPLACEMENT SHORT SHORT SPAN STRAIN STEEL WATERBLASTING WORKS STIFFNESS RIVERS SUSPENSION LOADS SPANS MEASUREMENT TIMBER CAPACITY HAMMERSMITH LONDON UK Proc. Instn Civ. Engrs, Part l , 1978, 64, Aug., 475-481 8075 DISCUSSION The strengthening of Hammersmith Bridge B. G. R...

...BGR HOLLOWAY; HJ WADSWORTH TIMBERWORK BRIDGES SPANS CHAINS SUSPENDERS IRON TIMBER STIFFENING SEIZURE LISTED TRAFFIC DECKS BATTLEDECKS SURFACING JOINTS TENSILE CONSTRUCTION FOOTWAYS ADJUSTMENT STRENGTHENING STEEL STRUCTURAL WROUGHT FAILURES REPLACEMENT ROTTING BUILDINGS...

...FR MACKLEY; PJC BUCKLEY © Thomas Telford and ICE 1977 HISTORY SHEET PILES LARSSEN COFFERDAMS DEVELOPMENT PILING CAST STEEL STRAIGHT SHEETPILING TIMBER IRON DRIVING WEBS Proc. Instn Cio. Engrs, Part 1, 1977, 62. Feb., 153-155 PILING GROUP DISCUSSIONINFORMAL The history...

...JW BAXTER © Thomas Telford and ICE 1977 ENGINEERS WORLD SUPPLY TIMBER PRODUCTION SOCIETY POPULATION MATERIALS METALS NUCLEAR PROBLEMS FOOD RESOURCES ENERGY POLLUTION PRESIDENTS PRESIDENTIAL ADDRESS 1976 JOHN WALTER BAXTER, CBE, BSc(Eng) President, 1976-77 delivered First...

...T WHITAKER; CK HASWELL; AS WEST © Thomas Telford and ICE 1976 PILES ACTION CORROSION SULPHATES ATTACK DAMAGE CONCRETE ENVIRONMENT AGGRESSIVE STEEL TIMBER Proc. Insin Ciu. Engrs, Part 1, 1976, 60, May, 313-315 PILING GROUP INFORMALDISCUSSION Piles and their environment...