...G C PEATTIE; M S MOJABI BRISTOL THE GALLERIES RIVER FROME BROADMEAD UK Proc. lnstn Ciu. Engrs, Part 1,1991, 90, Dec., 1225-1253 PAPER 9113 GROUND BOARD Design and constructionof the basementof The Galleries Shopping Centre, Bristol EurIng G. C. PEATTIE, MA, MICE MIStructE* M. S...

...E PUGH; J MORRISON © Thomas Telford and ICE 1990 BURO HAPPOLD HO HAPPOLD CULTURAL CENTRES FOUNDATIONS SUPERSTRUCTURES THEATRES AUDITORIA WALLS PERIMETER FOYERS DEEP BEAMS ROOFS CANTILEVER CONSTRUCTION DESIGN CONCERTS HALLS TSIM SHA TSUI HONG KONG HONG...

...J MORRISON; M J COOK Prm. lnstn Civ. Engrs, Part I , 1990, 88, Oct., 801-813 ALR 9623 r?s:q LILT_ GROUP q L' L' J. MORRISON, FICE. FIStructE' M. J. COOK, MA, PhD, MIStructE* Q b Introdoftion The design of the Cultural Centre roof has been described in papers 9620-9622. This Paper explains...

...E HAPPOLD; J MORRISON; T EALEY © Thomas Telford and ICE 1990 BURO HAPPOLD CULTURAL CENTRES DESIGN CONCERTS HALLS THEATRES FOYERS BARRETTES FOUNDATIONS BEAMS WALLS FLOORS ROOFS CABLES NETS RIGIDISED WIND TYPHOONS JOINT VENTURES COUNTRIES DEVELOPING TSIM SHA...

...T EALEY; P KELLY; D WAKEFIELD; NEWTON RAPHSON © Thomas Telford and ICE 1990 BURO HAPPOLD CULTURAL CENTRES ROOFS SYSTEMS ANALYSIS DESIGN CONSTRUCTION LATTICE SHELLS CABLES NETS MEMBERS LOADS LOADING GEOMETRY WALLS FABRICATION COLLAPSE EVALUATION SOLUTIONS NON...

... ElizabethI1 Conference Centre J. C . Kalra andK. R. Willows J. B. Burland and J. C . Kalra G. Price and I. F. Wardle Mr Kalra, Introducing Paper 9137 Soon after the publication of thePaper,a number of enquiries werereceived regarding the white concrete used in the exposed structure of the conference centre...

...JC KALRA; KR WILLOWS; PSA © Thomas Telford and ICE 1986 PROPERTY SERVICES AGENCY PSA BOVIS CONSTRUCTION LTD QUEEN ELIZABETH II QE2 CONFERENCES CENTRES DESIGN CONSTRUCTION CLIENTS CELLS DIAGRIDS FLOORS BASEMENTS STRUCTURES SUPPORTS SUPERSTRUCTURES HANGERS...

...JB BURLAND; JC KALRA; PSA Proc. Znstn Cio. Engrs, Part 1,1986,80, Dec., 1479-1503 9138 GROUP ENGINEERING GROUND Queen ElizabethI1 Conference Centre: geotechnical aspects J. B. BURLAND, DSc(Eng),FEng, FICE, MIStructE* c.J. KALRA, BSc, MA, MIStructEt This Paper describes the geotechnical aspects...

...G PRICE; IF WARDLE; BRE Proc. Instn Cio. Engrs, Part 1, 1986,80, Dec., 1505-1518 9139 GROUP ENGINEERING GROUND Queen ElizabethI1 Conference Centre: monitoring of load sharing between piles and raft G. PRICE, MPhil, MICE, MIMechE, MinE* I. F. WARDLE, BSct Load cells wereinstalled in the raft...

...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...

...B STAFFORD-SMITH; A ABATE; P WALDRON; B STAFFORD- SMITH Proc. InstnCiu. Engrs, Part 2,1985,79, Mar.,221-229 DISCUSSION ON TECHNICAL NOTE 405 The effects of shear deformations on the shear centre of open-section thin-walled beams B. Stafford Smith and A. Abate Dr P. Waldron, University of Bristol...

...RB HARYOTT; PJ BUDD; I FELTHAM; SIR H CHILVER; TV LAWSON; P HIGSON; GJ WENTZELL; ED MILLS; BJ SLOANE; IA KHONJI; G PARTRIDGE; RE MASON © Thomas Telford and ICE 1984 NEC NATIONAL EXHIBITIONS CENTRES HALLS INTERNATIONAL ARENAS NON LINEAR ANALYSIS COMPUTERS WIND LOADS...

...B STAFFORD SMITH; B STAFFORD SMITH; A ABATE; ST VENANT © Thomas Telford and ICE 1984 MCGILL UNIVERSITY MONTREAL PRATT AND WHITNEY EFFECT SHEAR DEFORMATION CENTRES OPEN SECTION THIN WALLED THIN WALLS MEMBERS TORQUE LOCATION STIFFNESS MATRIX MATRICES LENGTH ANALYSIS...

... flow around idealized model buildings at varied staggered spacing. In the wind tunnel, a grid of horizontal circular bars produced a velocity profile simulating a typical city centre natural wind. Ground wind patterns were successfully recorded using a paint of Dayglow pigment suspendedinwhitespirit...

...RB HARYOTT; PJ BUDD; I FELTHAM © Thomas Telford and ICE 1983 OVE ARUP NATIONAL EXHIBITIONS CENTRES HALLS INTERNATIONAL ARENAS DESIGN CONSTRUCTION TECHNIQUES ENVIRONMENTAL ENVIRONMENT WIND EFFECT SHAPE BUILDINGS METHODS SOLUTIONS GROUND CONDITIONS FOUNDATIONS...

...TG TSICNIAS; GL HUTCHINSON © Thomas Telford and ICE 1982 KINGS COLLEGE LONDON UNIVERSITY EVALUATION CODES TORSIONAL EARTHQUAKES RESISTANT DESIGN BUILDINGS SINGLE STOREY ECCENTRICITY COMPONENTS PROVISIONS CENTRES MASS RESISTANCE GROUND MOTION DYNAMICS EFFECT LATERAL...

... STATISTICS STUDIES OWNERSHIP ACCIDENTS EXPERIMENTS AREAS PROJECTS TRAVEL SURVEYS EXPERIMENTAL SPECIAL FLAT JUNCTIONS COSTS ATTITUDES LINK MOTORISTS RESIDENTS CENTRES SUBWAYS CONVERSION SHARED WITH FLOW UNSEGREGATED CROSSINGS PORTSMOUTH PETERBOROUGH MIDDLESBROUGH UK...

...J NEMEC; JC RODDA; HOMS © Thomas Telford and ICE 1981 WORLD METEOROLOGICAL ORGANISATION HYDROLOGICAL OPERATIONAL MULTI PURPOSE SUBPROGRAMMES HYDROLOGY METEOROLOGY TECHNOLOGY TRANSFER INSTRUMENTS TECHNIQUES DATA COLLECTION SOFTWARE PACKAGES COMPUTERS REFERENCE CENTRES...

... and Wear Metro system underground through the centres of Newcastle and Gateshead entailed tunnelling mainly in boulder clay under Newcasttleo, the north of the River Tyne, and in the extensively mined coal measures rock under Gateshead to the south. The geology, tunnel design philosophy and methodosf...

...TG TSICNIAS; GL HUTCHINSON © Thomas Telford and ICE 1981 KINGS COLLEGE UNIVERSITY OF LONDON EVALUATION RESISTANT COUPLED ECCENTRICITY RESISTANCE TRANSLATIONAL PERPENDICULAR TORQUE CONFIGURATION IDEALISATION FREE ESTIMATES FORCES CODES DESIGN BUILDING CENTRES SINGLE...