...R P JOHNSON; N MOLENSTRA; EPPIB h o c . lnstn Ciu. Engrs, Part 2, 1991, 91, Dec.,679-704 PAPER 9744 BUOSTIALRRDAUDINCTDGURAL Partial shear connectionin composite beams for buildings R.P. JOHNSON, MA, FEng, FICE, FIStructE* IR N. MOLENSTRA, PhDt The use of partial shear connection in composite...

...D ATHERTON; P D JACKSON; R COWELL; R SMITH; P W FRIEND © Thomas Telford and ICE 1991 CLOSE TOLERANCES STRUCTURES SPECIFICATIONS PERFORMANCE VIBRATIONS NOISE TRANSMISSION GEOMETRY DIMENSIONS BUILDINGS VACUUM DEWATERING ISOLATION Proc. Instn Cio. Engrs, Part 1, 1991, 90, Aug...

...E THORPE; B H THURRELL; L S VAREY BRITISH NUCLEAR FUELS THORP MANAGEMENT DESIGN PROCESS ORGANISATION BUILDINGS SEPARATION PROJECTS ITERATIVE THERMAL OXIDES PLANT REPROCESSING FUEL NUCLEAR POWER REACTORS LAYOUT SEISMIC PARAMETERS COORDINATION QUALITY ASSURANCE Proc...

...Y REN JIE © Thomas Telford and ICE 1991 ZHEJIANG DESIGN INSTITUTE MULTI STOREYED LONG SPAN FACTORIES BUILDINGS ARCHES TWIN ARCH TRUSSES STRUCTURES SYSTEMS STRUCTURAL PRESTRESSED CONCRETE TALL MULTI STOREY RIBS TIES BEAMS TIE BEAMS FRAMES LOADS BEARING EXPANSION...

... reasoning is describedwithrespecttostructuralengineeringdesign.Techniquesfortheautomated control of previously made design inferences, after a non-monotonic design state has been encountered, are described with respect to a prototype knowledge-based design system for industrial steel buildings. Introduction...

...G MULLER; G I B RANKIN; HENNEBIQUE © Thomas Telford and ICE 1991 QUEENS UNIVERSITY BELFAST HENNEBIQUE SYSTEMS BUILDINGS REUSE STRUCTURES REINFORCEMENT BARS LAYOUT SHEAR RESISTANCE ENHANCED BEAMS SLABS TRUSSES MODELS STRESS TRAJECTORY SHALLOW ANGLES BENT MECHANISMS...

...K S WATTS; J A CHARLES; BRE © Thomas Telford and ICE 1990 BUILDING RESEARCH ESTABLISHMENT BRE SETTLEMENT DOMESTIC REFUSE LANDFILL FILL SITES DISPOSAL CONSTRUCTION BUILDINGS DEVELOPMENT CHARACTERISTICS DEPOSITS RECENTLY PLACED WASTE DEEP INSTRUMENTATION MEASUREMENT...

...Y C KOG © Thomas Telford and ICE 1990 SINGAPORE SUNTEC CITY DEVELOPMENT DESIGN LOADS DISPLACEMENT BEHAVIOUR ANCHORAGES WEATHERED SANDSTONE SHALE FOOTINGS ROCKS ANCHORS PERMANENT BUILDINGS Proc. lnstn Ciu. Engrs, Part 2, 1990,89, Dec., 565-571 TECHNNOICTEAL 533...

... SERVICEABILITY CORRELATION SOIL STRUCTURE PARTITIONING OFFICES BUILDINGS PROJECTS MODELLING MEASUREMENT CALCULATIONS IN SITU BEHAVIOUR RETROSPECTIVE FLEXURE SECONDARY PLANE STRAIN HALF SPACE MODELS LONDON STOTHARD PLACE SALISBURY SQ BRITANNIC HOUSE CITY OF LONDON UK Proc...

...C WOODWARD EUROPE UK CULHAM BUILDINGS DESIGN CONSTRUCTION TORUS HALL HALLS NUCLEAR FUSION RESEARCH PROJECTS COOPERATION TORUS RADIATION SHIELDS BASEMENTS RAFTS FOUNDATIONS ROOFS BEAMS REINFORCED CONCRETE INSTALLATION EQUIPMENT CRANES ELECTRICAL MECHANICAL...

...KA ANDAM; BS 6399 © Thomas Telford and ICE 1990 KUMASI SCIENCE & TECHNOLOGY UNIVERSITY LIVE LOADS STUDIES BUILDINGS GRAVITY SURVEYS OFFICES MODELS STOCHASTIC MODELLING DOMESTIC SUSTAINED EQUIVALENT UNIFORM DISTRIBUTION STANDARDS EFFECT GHANA AFRICA Proc...

... pavements and the dominant position afforded to the principal buildings were felt to outweigh the minor inconvenience of any slightly increased access time over other layouts. 19. The runway for KIA was designed to a length of3300 m with300 m clearways at each end to meet the requirements of the DC9 and BAC...

... diagrammatic explanations of the crack mechanisms, especially those described in $ qi)and (ii), a helpful adjunct to the text. 33. Voided precast concrete slabs offered an economic solution for the floors and roofs of two- and three-storey load-bearing masonry school buildings constructed during the school...

...FH ARCHER; DWM KNIGHT; R HOLLAND; PA MACGOWAN; OT WILLIAMS; RJM SUTHERLAND; RT SEVERN; CW ADAMS; MR MAZEY; RA SPACKMAN; MM LENCZNER; R ANNETT; J RODIN; A DEANE; EHT BRADDON © Thomas Telford and ICE 1989 BANKS HEADQUARTERS BUILDINGS CONSTRUCTION MANAGEMENT CONTRACTORS DESIGN TIME...

... WATER TABLE GROUND SUPPLY PUBLIC WATER SUPPLY BUILDINGS PAVEMENTS GEOTECHNICS RISING PROBLEMS AREAS ESTIMATES RECHARGE HYDROGEOLOGY URBANISATION SEWERAGE SEWERS LEAKS PUMPING SYSTEMS LIVERPOOL BIRMINGHAM LONDON ENGLAND WALES UK Proc. lnstn Ciu. Engrs, Part 1...

.... GUTHRIE, BSC,FICE* A. ALLENi c.R. JONES, BSc, MICE, FIStructE* A general history of the Royal Botanic Gardens, location, dates of building of the Palm House and the Temperate House are given and the present situation described. Specific historical reference ismade to the TemperateHouse, and to architect...

...JA GILBERT; R HOLLAND; M ASTON; CJ WILSHERE; B FINNEY; GT HARDING; PF STOTT © Thomas Telford and ICE 1988 WATER COMMISSIONERS BUILDINGS ARBITRATION PROJECTS CONTRACTORS MANAGEMENT LISTED FLOORS SUPPORTS LOADS ACCESS GROUTS PILES BASEMENTS WALLS SLABS STRESS...

.... BRITISHSTANDARDSINSTITUTIOTNh.e structural use of steel in building. BSI, London, 1985, BS 5950, Part 1. 2. BATTEND. F. Design studies of medium rise steelbuildings. Proc. Znstn Ciu. Engrs, Part 2, 1978,65,Sept., 589-600. 3. WOODR. H.and ROBERTES. H.A graphical method of predicting sidesway in the design of multistorey buildings...

...G C MAYS; A R HUTCHINSON © Thomas Telford and ICE 1988 CRANFIELD INSTITUTE OF TECHNOLOGY ROYAL MILITARY COLLEGE OF SCIENCE OXFORD POLYTECHNIC ENGINEERING PROPERTIES STRUCTURAL ADHESIVES BONDING DURABILITY JOINTS SEMISTRUCTURAL STEEL CONCRETE STRENGTHENING BUILDINGS...

... buildings, little is known about their behaviour in service. In recent years the problem has received considerably more attention: field instrumentation data have been reported on several pile-raft foundations in clay On the other hand, very little, if any, information is available on the behaviour of pile...