...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...

... to lateral cyclic loading. Queen's University of Belfast, MSc thesis, October 1987. 563 © Thomas Telford and ICE 1990 QUEENS UNIVERSITY BELFAST BEHAVIOUR REINFORCED CONCRETE SLABS COLUMNS MODELS CYCLIC LATERAL LOADING MODELLING LOADS FLAT GRAVITY EDGES SERVICE ULTIMATE STAGE...

...BJ CHESTNUTT; A JENNINGS; WC BROWN © Thomas Telford and ICE 1988 QUEENS UNIVERSITY BELFAST BROWN BEECH & ASSOCIATES. BRIDGES SUSPENSION CABLES MULTI CABLE DECKS STIFFNESS DEFLECTION LOADING LOADS CHARACTERISTICS SPANS SAG HORIZONTAL RESTRAINT VIBRATIONS ERECTION...

...A MCMURRAY; AE LONG; CP 110; BS 8110 © Thomas Telford and ICE 1987 DEPARTMENT OF ENVIRONMENT QUEENS UNIVERSITY BELFAST CONCRETE REINFORCED DESIGN RESEARCH SPECIFICATIONS IN SITU TESTS CAR PARKS MULTI STOREY TALL BUILDINGS TESTS STRENGTH SAFETY PARTIAL STRUCTURES PULL...

... 1987 QUEENS UNIVERSITY BELFAST Proc. Instn Ciu.Engrs, Part 1, 1987,82,Dec., 1165-1 186 9238 STRUCTGUROALUPENGINEERING Predicting the enhanced punchingstrength of interior slab-column connections G. I. B. RANKIN, BSc, PhD, MICE* A. E. LONG, BSc, PhD, DSc, MIStructE, FICEt The punching strength...

...C DAVIS; SR COCHRANE QUEENS UNIVERSITY BELFAST SIMULATION MANAGEMENT DEMAND MANPOWER PROJECTS CONSULTANTS DEPARTMENTS EXPERTISE MATRIX MATRICES SYSTEMS ORGANISATIONS MANAGERS LONG TERM SHORT TERM COSTS MICROCOMPUTERS STAFF LEVELS OPTIMISATION © Thomas Telford...

... UNIVERSITY BELFAST Proc. Instn Ciu. Engrs, Part 1,82, 1987,Apr., 327-346 9134 GROUPENGINESETRRINUGCTURAL Predicting the punching strengthof conventional slab-column specimens G. I. B.RANKIN, BSc, PhD* A. E. LONG, BSc, PhD, DSc, MIStructE, FICEt A method for predicting the punching strength of conventional...

...PE REGAN; DJ CLELAND; AE LONG © Thomas Telford and ICE 1986 QUEENS UNIVERSITY BELFAST PUNCHING RESISTANCE PRESTRESSED CONCRETE SLABS MODELS TESTS EXPERIMENTAL STRENGTH STRESS LOADS REINFORCEMENT Proc. Instn Ciu. Engrs, Part 2, 1986,81, Sept.,489-490 DISCUSSION ON PAPER...

...MA AL MUFTI; SR COCHRANE © Thomas Telford and ICE 1986 QUEENS UNIVERSITY BELFAST GROSS DOMESTIC PRODUCTS CONSTRUCTION ECONOMICS GROWTH ACTIVITY SECTORS AGRICULTURE MINING MANUFACTURING PERFORMANCE GDP EXPENDITURE CORRELATION FINANCE OUTPUT DEVELOPING COUNTRIES...

...SO FRANKLIN; AE LONG QUEENS UNIVERSITY BELFAST PUNCHING BEHAVIOUR UNBONDED POST TENSIONED FLAT PLATES TESTS FAILURES INTERNAL COLUMNS VARIABLES LEVELS ECCENTRICITY ECCENTRIC SLABS BOUNDARIES CONDITIONS CRACKS PATTERNS STEEL STRAIN TENDONS STRESS MOMENTS MONITORING...

...SO FRANKLIN; DJ CLELAND; AE LONG © Thomas Telford and ICE 1982 QUEENS UNIVERSITY BELFAST DR I G DORAN BELFAST FLEXURAL METHODS PREDICTION PUNCHING CAPACITY UNBONDED POST TENSIONED FLAT SLABS INTERNAL COLUMNS TESTS CONNECTIONS GRAVITY LOADS PURE FAILURES MOMENTS...

...SR COCHRANE; GD WRIGHT © Thomas Telford and ICE 1981 QUEENS UNIVERSITY BELFAST FLOODS ESTIMATING RIVERS ACCURACY VALUE CLASSIFICATION STUDIES MEAN CATCHMENTS METHODS SOILS SYSTEMS REPORTS ANNUAL PREDICTION EQUATIONS HYDROLOGY STMFRQ ULSTER UK Proc...

...KHM ALI; EM ELSAWY; D PATEMAN; DA ERVINE © Thomas Telford and ICE 1980 GLASGOW UNIVERSITY QUEENS UNIVERSITY BELFAST HALCROW INTERNATIONAL UAE THEORY AIR EQUATIONS PREDICTION DISCHARGES LEVELS REGULATION IRROTATIONAL EXPERIMENTS REGULATED AIR REGULATED FLOW RESERVOIRS...

...SR COCHRANE; FR MONTGOMERY; CP 110 © Thomas Telford and ICE 1980 QUEENS UNIVERSITY BELFAST DESIGN PROBABILITY PARTIAL SAFETY FACTORS NORMAL GAUSS CONTINUOUS GAUSSIAN DISTRIBUTION SPECIFICATIONS MATHEMATICS MATERIALS STRENGTH STRUCTURAL LOADS MINIMUM STANDARDS...

... JETS GEOMETRY LENGTH SURFACE LEVELS BOUNDARY LAYERS FORCES DIAMETER EXPERIMENTAL WATER © Thomas Telford and ICE 1980 GLASGOW UNIVERSITY EDINBURGH UNIVERSITY QUEENS UNIVERSITY BELFAST Proc. Instn Ciu. Engrs, Part 2, 1980, 69, June, 425-445. 8331 Effect of turbulence intensity...

...D SPREVAK; SR COCHRANE © Thomas Telford and ICE 1980 QUEENS UNIVERSITY BELFAST CALIBRATION FREQUENCIES ESTIMATING STUDIES METHODS LINES MAPS EQUATIONS COEFFICIENTS CATCHMENTS STREAMS FLOODS ERRORS CALCULATIONS MAGNITUDE ULSTER UK Proc. Instn Cio. Engrs...

.... Transport and Road Research Laboratory, Crowthorne, 1973, report LR565. 666 ULSTER DEPARTMENT OF FINANCE QUEENS UNIVERSITY BELFAST DESIGN BRIDGES IMPROVEMENT RURAL PROCEDURE EQUATIONS FLOODS CULVERTS WORKS CATCHMENTS PEAK THREE VARIABLE ESTIMATING CHANNELS SMALL EQUATIONS...

...BE CLARK; AE LONG; DJ CLELAND SHEAR FLAT STRENGTH SLABS POST TENSIONED TESTS © Thomas Telford and ICE 1978 QUEENS UNIVERSITY BELFAST Proc. Instn Civ. Engrs, Part 2, 1970, 65,Sept., 125-727 809 5 DISCUSSION The shear strength of post-tensioned flat slab floors 0. E. CLARK...

...DA ERVINE QUEENS UNIVERSITY BELFAST DESIGN SIPHONS OVERFLOWS CONTROL SADDLES GEOMETRY DEFLECTORS OUTLETS HYDRAULIC OUTLETS HYDRAULIC EFFECT EMPIRICAL RESEARCH BEHAVIOUR MODELLING SPILLWAYS RIVERS DEVICES VARIATIONS POSITIONS AIR PRESSURE STRUCTURES RECTANGULAR...

...D BOND; CP 110 © Thomas Telford and ICE 1975 QUEENS UNIVERSITY BELFAST AUTOMATION CONCRETE COMPUTERS GIRDERS MINIMISATION PENALTIES ELASTIC COSTS DRAFT TIME DESIGN BRIDGES STRUCTURES SEQUENTIAL TECHNIQUES FUNCTIONS STRUCTURAL PROCEDURE OPTIMISATION SECTIONS CAD...