...ALL BAKER; J E WARDROPPER; G KILNER; H J COWAN; R KANJANAVANIT; F J SAMUELY STRUCTURAL RESEARCH REINFORCED CONCRETE APPLICATIONS DESIGN BONDS BEAMS BONDED NON BONDED HIGH TENSILE STEEL HINGES ULTIMATE STRENGTH PORTAL STRESS STRAIN © Thomas Telford and ICE 1951...

...D J DAVIES; R M O MALLEY PAINTS ECONOMICS MAINTENANCE HIGHWAYS BRIDGES STEEL CONCRETE MASONRY RESEARCH METHODS ATMOSPHERIC POLLUTION ATMOSPHERE ZONING COATINGS PAINT PROTECTION TREATMENT METALS STEELWORK EXPOSED CORROSION EXPOSURE CONDITIONS INFLUENCE DESIGN RESISTANCE...

... Research, No. 2, June 1949, p. 67. 7. A. L. L. Baker, Re-distribution Moments in Continuous Beams. Magazine of Concrete Recrearch, issue No. 2. 8. R. S. Jenkins, Theoryand Design of Cylindrical Shell Structures Modern Building Techniques, Bulletin No. 1. Amp, London, 1947. 9. A. L. L. Baker...

... RECENT RESEARCH REINFORCED CONCRETE APPLICATIONS DESIGN PLASTIC THEORY STATIC INDETERMINATE FRAMEWORK CALCULATIONS ULTIMATE STRENGTH BENDING PRESTRESSED BEAMS BONDED NON BONDED COMPRESSION STRESS DISTRIBUTION LONGITUDINAL TRANSVERSE CYLINDRICAL SHELLS SAFE LIMITING DESTRUCTION...

...R H EVANS RESEARCH DEVELOPMENT PRESTRESSING CONCRETE PRESTRESSED BONDS STRESS DISTRIBUTION PRETENSIONED WEDGES RATIOS ACTION HEAT TREATMENT HIGH PRESSURE STEAM CLEANING ATMOSPHERIC COMPOSITE ULTIMATE STRENGTH BEAMS RESEARCH AND DEVELOPMENTS IN PRE-STREWING 231...

... was then available for supplying further information which, as experience hadshown, was almost alwaysrequired. He wondered whether it was still necessary to go abroad to getmodels made. The Departmentof Scientific and Industrial Research had set uap Hydraulics Research Organization, undeSr ir Claude Inglis...

...COMMITTEE ON THE MECHANICAL PROPERTIES OF AGGREGATES © 1951 Thomas Telford Ltd 1951 ENGINEERING RESEARCH MECHANICAL PROPERTIES AGGREGATES METHODS TESTING ROADS TESTS PERFORMANCE PROCEDURE A REVIEW OF THE METHODS OF TESTING AGGREGATES FOR ROADS 211 ENGINEERING RESEARCH...

... TRANSPORTATION BEDS MATERIALS HYDRAULICS RESEARCH HAILE AND CHEETHAM ON FLOOD-PREVENTION SCHEMES IN THE VICINITY OF THECITY OF NOTTINGHBM 135 Paper No. 5795 Flood-Prevention Schemes in the Vicinity of the Cityof Nottingham, with Special Reference to the Hydraulic Model constructed at Delft University...

...W H GLANVILLE © 1950 Thomas Telford Ltd 1950 PRESIDENTS RESEARCH MATERIALS METHODS CONSTRUCTION ENGINEERS ROADS TRAFFIC EXPENDITURE PLANNING OPERATIONAL OR HIGHWAYS FLOW ACCIDENTS ECONOMICS STUDIES JOURNAL OF THE INSTITUTION OF CIVIL ENGINEERS NO. 1 1950-51 NOVEMBER 1950...

...G M FAIR © 1950 Thomas Telford Ltd 1950 PUBLIC HEALTH ENGINEERING GOVERNMENT RELATIONS ENGINEERS PROFESSIONS RESPONSIBILITY WATER SANITATION AIR FOOD PROBLEMS ADMINISTRATION SANITARY INSPECTION EDUCATION RESEARCH UNITED STATES USA NORTH AMERICA...

... with this, the characteristics of steels suitable for welded bridgework. Past experience and research in the construction of welded bridges is referred to because it has affected design practice and, in turn, problems connected with fabrication. Since the preparation of economical design is closely related to fabrication...

...RAINFALL RUNOFF & FLOODS COMMITTEE © 1950 Thomas Telford Ltd 1950 ENGINEERING RESEARCH RAINFALL RUNOFF FLOODS RELATIONS COMMITTEES INSTRUMENTS METHODS MEASUREMENT INSTRUMENTATION DATA RECORDS RAINFALL RUNOFF & FLOODS COMMITTEE RAIRUNFLOCOM ENGINEERING RESEARCH 99...

...A J S PIPPARD; J L MATHESON UNWIN MEMORIAL LECTURE 265 " The Functions of Engineering Research in the University " WHENI received the invitationof the Council of the Institution to deliver this Lecture, I felt that ita acceptance was almost a pious duty to the memory of my distinguished...

... of expansion but the values are lower than that of partly-dry concrete. © 1950 Thomas Telford Ltd 1950 THERMAL EXPANSION CONCRETE ENGINEERING RESEARCH MEASUREMENT COEFFICIENTS AGGREGATES CEMENT VALUE MATERIALS SILICEOUS LIMESTONE IGNEOUS NEAT HYDRATES MIXES PROPORTIONS MIX EFFECT...

... are insufficient to enable full calculations to be made. The investigation shows clearly the nature of further research which should be under-taken in order to achieve a rational treatment of wind loading. WIND LOADS STRUCTURES VELOCITY ESTIMATING DAMAGE PREDICTION PERMANENT PLASTIC DEFORMATION...

...A BAILEY © Thomas Telford Ltd 1948 ENGINEERING RESEARCH VELOCITY FORMULAE OPEN CHANNELS PIPES FLOW THEORY EXPERIMENTS COMMITTEE ON VELOCITY FORMULAE PANEL ON A BASIC FORMULA COMXITTEE ON VELOFCOITRYMULAE FOR OPENCHANNELS AND PIPES. 173 ENGINEERINGRESEARCH. Committee...

...H CHATLEY; R W S THOMPSON; C M WHITE; H KIRCHBACH; W SCHUBART COMMITTEE ON VELOCITY FORMULAE PANEL ON LOSSES IN PIPE BENDS COMVELFOROPECHAPIP PANLOSPIPBENELB ENGINEERING RESEARCH VELOCITY FORMULAE OPEN CHANNELS PIPES LOSS BENDS ELBOWS EXPERIMENTS ENERGY SMOOTH ROUGH...

..., that funds were more readily available for researches directed to warlike ends than for the development of irriga- tion ; but the urgent need seemed to be for the application of the work of Prandtl andKBrmBn to the studoyf flow in channels, which had proceeded hereto on an empirical basis. With regard...

...O FABER PILING FORMULAE PILES FOUNDATIONS DRIVING RESEARCH HILEY BALLAST CONDITIONS CALCULATIONS APPLICATIONS CLAYS EFFICIENCY .FABER ON A NEW PILING FORMULA 5 Paper No. 5598. A New Piling Formula. 7 BY OSCARFABERO..B.E., D.C.L.(Hon D.Sc.(Eng M.I.C.E. .TABLE OF CONTENTS...

... by reason of Germany s policy of limitation of imports through exchange control. Most Papers read before scientific bodies are concerned with technical development and research ; but behind such studies, when emanating from an industrial source, there is the business aspect, which is, I fear, usually taken...