... STRUCTURES SYSTEMS STRUCTURAL PRESTRESSED CONCRETE TALL MULTI STOREY RIBS TIES BEAMS TIE BEAMS FRAMES LOADS BEARING EXPANSION JOINTS ANALYSIS PLANT TEXTILES FABRICS ...

...FW WILLIAMS; R BUTLER © Thomas Telford and ICE 1988 WALES UNIVERSITY COLLEGE CARDIFF CALCULATIONS WIND DEFLECTION TALL BUILDINGS RIGID FRAMES CLADDING METHODS CELLS ROTATION DESIGN EVALUATION COLUMNS SHEAR JOINTS SWAY Proc. Instn Cio. Engrs, Part 2,1988,85, Sept...

...CF LEUNG; R RADHAKRISHNAN; YK WONG © Thomas Telford and ICE 1988 SINGAPORE NATIONAL UNIVERSITY PORT OF SINGAPORE AUTHORITY ROCKS PILES RAFTS BEHAVIOUR WEAK BUILDINGS TALL MULTI STOREY TOWER BLOCKS EARTH PRESSURE CELLS LOADS PORE SETTLEMENT GAUGES TESTS TRANSFER...

...RAC LATTER; GJ WEST; PJ WICKENS; GK RAVEN; GW OWENS; JE HARDING © Thomas Telford and ICE 1988 BRITISH STEEL CORPORATION FITZROY ROBINSON MOTT HAY & ANDERSON WARD TECHNOLOGY STEEL CONSTRUCTION IN STEEL STRUCTURAL BUILDINGS TALL MULTI STOREY HISTORY ECONOMICS EFFICIENCY...

... SPECIFICATIONS IN SITU TESTS CAR PARKS MULTI STOREY TALL BUILDINGS TESTS STRENGTH SAFETY PARTIAL STRUCTURES PULL OFF ULTIMATE LIMIT STATE METHODS MEMBERS DEPARTMENT OF ENVIRONMENT QUEENS UNIVERSITY BELFAST © Thomas Telford and ICE 1987 ...

...JCD HOENDERKAMP; B STAFFORD SMITH; B S SMITH © Thomas Telford and ICE 1987 OVE ARUP PARTNERSHIP LONDON. MCGILL UNIVERSITY MONTREAL STRUCTURES TALL MULTI STOREY HIGH RISE BUILDINGS TORSION METHODS SYMMETRICAL WALLS PARAMETERS EQUATIONS ROTATION ANALYSIS AXIAL COUPLED...

...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...

...A COULL; YC WONG © Thomas Telford and ICE 1987 GLASGOW UNIVERSITY ENGINEERING & ENVIRONMENTAL CONSULTANTS KUALA LUMPUR STIFFNESS FLOORS SLABS COUPLING DEFLECTION OPEN BOX CORES DESIGN CURVES BEAMS LINTELS DEPTH TALL BUILDINGS ANALYSIS LINEAR ELASTIC STUDIES...

...BR ELLIS; BRE © Thomas Telford and ICE 1986 BUILDING RESEARCH ESTABLISHMENT BRE DYNAMICS SOILS STRUCTURES INTERACTION BUILDINGS TALL ESTIMATES EFFECT QUANTITATIVE TESTS VIBRATIONS METHODS BASES STIFFNESS DATA THEORY EXPERIMENTAL EXPERIMENTS FREQUENCIES LIBRARIES...

... AIRPORTS TERMINALS TERMINAL 4 DESIGN STRUCTURAL WORKS SITE INVESTIGATION GROUNDWATER MEASURES EXCLUSION ACCESS BUILDINGS RAMPS STRUCTURES FORECOURTS STATIONS TALL UNDERGROUND ROADS CAR PARKS MULTI STOREY BRIDGES EMBANKMENTS APRONS PAVEMENTS NOISE DEPARTURES GEOLOGY BARRIERS...

...B STAFFORD SMITH; S VEZINA; BS SMITH © Thomas Telford and ICE 1985 MCGILL UNIVERSITY MONTREAL LAVALIN INC MONTREAL BUILDINGS TALL STRUCTURES RESISTANCE CENTRES METHODS TWO DIMENSIONAL MODELS PLANAR TORQUE FLOORS INDUCED CALCULATIONS THREE DIMENSIONAL LOADS ECCENTRIC...

... discussion closes15 May 1985;for further detailssee p. ii. * University of Aleppo, Syria. (Currentlyon leave at the Universityof Glasgow.) University ofGlasgow. 105 MOUDARRES AND COULL Introduction An outrigger-braced tall building structure consisotfsa stiff interior core, comprising either a braced steel...

...RP LAM; LCH LAM © Thomas Telford and ICE 1984 HONG KONG UNIVERSITY METHODS DESIGN TALL BUILDINGS HIGH RISE WIND FORCES DYNAMICS MEASUREMENT EXPERIMENTAL TYPHOONS CONDITIONS EXPERIMENTS OBSERVATIONS LOADS STRUCTURAL RESPONSES RELATIONS AMPLITUDE STEEL FRAMES VALUE...

... assertions. However, the criteria with which the Author was concerned werespecifically those in areas surrounding, and influenced by, tall buildings. There still appears to be a general lack of full-scale data onpedestrian height conditions. Murakami andFujii still lamented this in 1983, but in their own...

...C WILLIAMS Proc. Instn Civ. Engrs, Part 2,1983,75, Dec., 751-759 TECHNICALNOTE 385 Some dynamic characteristicosf a tall building C.WILLIAMS, BSc, PhD* This Technical Note presents some measurement techniqueswhich have been used to assess the dynamic characteristicsand performance of an eleven...

... the pressure on landuse and the demand for redevelopment of city and town centres in Great Britain halesd to the adoptionof schemes which involve very tall blocksof offices and dwellings. 2. Problems of an environmental nature have been caused by the downward deflexion of high-speed winds, associated...

... walls and enclosing framewhen loaded in plane of wall. Translationin: Earthquake engineering. Earthquake Engi- neering Research Institute, San Francisco1, 960,3&42. 2. WOOD R. H. The stabilityof tall buildings.Proc. Instn Ciu.Engrs, 1958,11, Sept., 69-102. 3. HOLMEM~. Steel frames with brickwork...

...TC LIAUW; KH KWAN © Thomas Telford and ICE 1983 HONG KONG UNIVERSITY SCOTT WILSON KIRKPATRICK PLASTIC THEORY NON INTEGRAL FRAMES INFILLED STRESS COLLAPSE REDISTRIBUTION STRUCTURES TALL BUILDINGS MULTI STOREY SINGLE STOREY EXPERIMENTS DESIGN RULES LOADS MODES...

... ELEMENTS THREE DIMENSIONAL PRACTICAL DESIGN PROBLEMS INTERACTION ELASTIC LAYERS BASES RIGID INCLINED HOMOGENEOUS PLAIN PILES CIRCULAR SURFACE ELEMENTS BUILDINGS TALL MULTI STOREY OFFICES TOWERS SINGAPORE RIYADH SINGAPORE SAUDI ARABIA ASIA MIDDLE EAST Proc. Instn Ciu...

...R TAYLOR; H SHAHKIRKHALIL; KM YEE © Thomas Telford and ICE 1983 MANCHESTER UNIVERSITY TESTS COLUMNS COMPOSITE BUILDINGS TALL MULTI STOREY STEEL CHANNELS CONCRETE INFILLED DATA LOADS CAPACITY ULTIMATE PREDICTION DESIGN FAILURES BEHAVIOUR STRAIN SEPARATION...