... a particularly notable effect, leading to an 18% increase in bond. ACI 318-19 was found to produce conservative results of the developed steel bar length with safety margins of 120% and 79% for regular and pre-cracked specimens when compared with the expressions proposed in this work. Comparing available test...

... BONDING DESIGN INSTRUMENTS INSTRUMENTATION DEFLECTION STEEL STRAIN TESTS FAILURES BRITTLE TECHNOLOGY LATERAL CONFINEMENT COMPRESSION ZONES GIRDERS REHABILITATION RESEARCH DEVELOPMENT REPLACEMENT CONSTRUCTION MATERIALS DUCTILITY COMPOSITE © Thomas Telford and ICE 1999...

... MATERIALS PROPERTIES TENSILE BACKFILL FILL DISPERSAL ANGLES PROGRESSIVE DEVELOPMENT CRACKING RINGS LIVE BRICKWORK BRICKS MAINTENANCE INSPECTION PACKAGES TWO DIMENSIONAL MODELS BEHAVIOUR MODELLING RED SANDSTONE RUBBLE ASHLAR BRIDGEMILL STRATHMASHIE BARLIE SCOTLAND UK...

...M N BUSSELL; L G BOOTH; D K DORAN CONCRETE REINFORCED DEVELOPMENT HISTORY DESIGN THEORY PRACTICE REINFORCEMENT BIBLIOGRAPHY © Thomas Telford and ICE 1998 IMPERIAL COLLEGE CONCRETE PUBLICATIONS LTD DISCUSSION The development of reinforced Proc. Instn Civ. Engrs Structs...

... how high-level information systems were developed to control every stage of the process and made it possible to foresee problems and avoid irretrievable situations. This attitude of prevention rather than cure produced positive knock-on effects at all levels. The methods employed to address health...

...R P JOHNSON; H YUAN © Thomas Telford and ICE 1998 WARWICK UNIVERSITY OVE ARUP STEEL SHEETING SHEAR STUDS CONNECTORS TROUGHS PROFILED TESTS PUSH RULES DESIGN STATIC RESISTANCE FAILURES MODES STRUCTURES COMPOSITE SLABS PLATES RESEARCH DEVELOPMENT FORMWORK FLOORS...

... CONDAM CDM DEVELOPMENT HEALTH SAFETY REGULATIONS GLAXO WELLCOME STEVENAGE UK The Glaxo Wellcome Medicines Research Centre: concept design to detail design Proc. Instn Civ. Engrs Structs & Bldgs, 1998, 128, Aug., 223 233 Paper 11486 R. Haryott, BSc, FEng, FICE, FIStructE, S. Murray...

... February 1998 s The behaviour and ultimate load capacity of laterally-restrained reinforced concrete slabs can be considerably enhanced by the development of arching or compressive membrane action. This paper presents a simple method for predicting the enhanced ultimate load capacity of laterallyrestrained...

...M M CHRIMES; J S SHIPWAY; R C COX; CONSIDERE; HENNEBIQUE; R MAILLART The development of concrete bridges in the British Isles prior to 1940 M. M. Chrimes DISCUSSION Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 122, Nov., 499 500 Paper 11075 J. S. Shipway This is a remarkably comprehensive...

...J FISHER; G M CLARK © Thomas Telford and ICE 1997 SHROPSHIRE COUNTY COUNCIL GIFFORD BRIDGES PLANNING DEVELOPMENT RIVERS ROADS HISTORY CONSULTANTS DESIGN REPLACEMENT DEMOLITION CABLE STAYED GORGES ANCIENT MONUMENTS STRUCTURES LISTED COSTS FREE BRIDGE IRON...

...B L HURST © Thomas Telford and ICE 1996 HURST PIERCE & MALCOLM CONCRETE CEMENT USE STRUCTURAL HISTORY BUILDINGS DESIGN ARCHITECTS FOUNDATIONS FIREPROOF FLOODING DEVELOPMENT BINDERS AGGREGATES MORTAR MATERIALS IRON HOOP WROUGHT BRICKWORK REINFORCEMENT FLOORS...

...M N BUSSELL © Thomas Telford and ICE 1996 OVE ARUP CONCRETE REINFORCED DESIGN THEORY PRACTICE DEVELOPMENT HISTORY BEHAVIOUR STANDARDISATION MATERIALS CODES STANDARDS FLOORS PROPRIETARY REGULATIONS REINFORCEMENT DEVELOPMENT OF REINFORCED CONCRETE DtUlL GLAZlnG Fig. 5...

...P B MORICE; H TOTTENHAM © Thomas Telford and ICE 1996 SOUTHAMPTON UNIVERSITY CONCRETE REINFORCED SHELLS DEVELOPMENT EARLY HISTORY SYSTEMS STRUCTURAL SPACES ENCLOSURE NON TENSILE RESISTANT MATERIALS TENSILE COMPRESSIVE STRENGTH THIN ROOFS STRESS MEMBRANES...

..., 1986. encouraged to develop their artistic ability and 21. ALLENJ. Berthold Lubetkin. RIBA Publications, a study of history would given them a senseof presence in the ever-changing construction industry. London, 1992. 22. HIGGSM. Felix Samuely 1902-59. Archit. AssnJ., 1960, LXXVI, NO.843,2-31. 23...

... British concrete bridges to featurewere Berwick and Waterloo.z22 70. The design standards and analytic solutions developed in this period in many areas formed the basis of postwar codes. However, Table 2. Reinforced concrete bridges built in the British Isles 1870-1914 System/ principal designer Number...

...RAM WATKINS; H W PANG; D P MCNICHOLL © Thomas Telford and ICE 1996 HARRIS OF SUTHERLAND HONG KONG HOUSING DEPARTMENT WARDELL ARMSTRONG CONCRETE CUBES STRENGTH DEVELOPMENT IN SITU CORES VARIATIONS TRIALS WALLS SITES COEFFICIENTS SLABS AGE TESTS FIELD RELATIVE DENSITY...

...B N PRITCHARD; CICIND © Thomas Telford and ICE 1996 ESSO ENGINEERING EUROPE COMITE INTERNATIONALE DES CHEMINEES INDUSTRIELLES CICIND CHIMNEYS INDUSTRIAL STATE OF THE ART HISTORY DEVELOPMENT HAZARDS DESIGN CONCRETE STEEL SHELLS LINERS PROTECTION HEAT FLUES GASES HOT...

...A G F GIBB; P R BRAND; JCT 87 © Thomas Telford and ICE 1996 LOUGHBOROUGH UNIVERSITY LAING MANAGEMENT FACADES BUILDINGS PROCUREMENT DESIGN DEVELOPMENT CONSTRUCTION ARCHITECTURE TRADITIONAL OFFICES PROJECTS METHODS TECHNIQUES ELEVATIONS PLAIN PRECAST CONCRETE...

...D MCQUILLAN; R N ROULSTON BELFAST WATERFRONT HALL RIVER LAGAN ULSTER NORTHERN IRELAND UK © Thomas Telford and ICE 1995 KIRK MCCLURE MORTON GILBERT ASH BUILDINGS CIVIC HALLS WATERFRONTS CITIES DEVELOPMENT AUDITORIA AUDITORIUMS BASEMENTS DOMES STEEL...

.... This necessary before the relative merits and costs flexibility had to be balanced against ensuring of each option couldbe properly evaluated and compliance with the general design and oper- a suitable solution arrived at. The Developmentational requirements of the various parties Corporation therefore...