...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...

...H AHMADI; S GILBERT © 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 TESTS PANELS ROTATIONAL RESTRAINT LONGITUDINAL APPLIED...

...& NEILLPARTNERSCHOIPNSULTINEGNGINEERhS4.4 Severn crossing: a structural feasibility study,final report. Flint & Neill Partnership, London,1983,1, May. , 48 © Thomas Telford and ICE 1988 QUEENS UNIVERSITY BELFAST BROWN BEECH & ASSOCIATES. ...

... was onlyadequateduetothenormalmargin between cube resultsand specified strengths. Pull-off method 17. The pull-off method," which was used for the in situ tests described in this Paper, has been the subject of an ongoing development programme at Queen's University, Belfast, since the mid 1970s. The test procedure involves the bonding...

...GIB RANKIN; AE LONG © Thomas Telford and ICE 1987 QUEENS UNIVERSITY BELFAST PREDICTION PUNCHING STRENGTH PANELS DEFLECTION INTERIOR SLABS COLUMNS CONVENTIONAL COMPRESSIVE ACTION ENHANCEMENT MEMBRANES EXPANSION TESTS LATERAL SHEAR FLEXURAL LOADS CORRELATION...

...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 Proc. Instn Ciu. Engrs...

...GIB RANKIN; AE LONG © Thomas Telford and ICE 1987 QUEENS UNIVERSITY BELFAST PREDICTION PUNCHING STRENGTH SLABS COLUMNS SPECIMENS CONVENTIONAL FAILURES METHODS FLEXURAL SHEAR YIELD REINFORCEMENT CONCRETE CRUSHING CRACKING CAPACITY MOMENTS LINEAR DUCTILITY STRESS...

.... Proc. Instn Ciu. EngrsP, art 2,1982,73, June, 277-298. 15. REGANP. E. and BRAESTRUMP. W. Punching shear in reinforced concrete-a state of art report. Comiti Euro-International du Btton, Lausann1e9,8J5a,nB.,ulletin d hformation No. 168,232. 490 © Thomas Telford and ICE 1986 QUEENS UNIVERSITY...

...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...

... of the specimensand thelevel of moments transferred are compared with those predicted by the Concrete Society' and the ACI-ASCE 4233 approaches. ~ Written discussion closes 15 November 1982, for publicationin Proceedings, Part 2. Civil Engineering Department,Queen's University, Belfast. 609 FRANKLIN AND LONG Notation...

... STANDARIDNSSTITUTIOTNhe. structural use ofconcrete. British Standards Institution, London, 1972, CP110,Part l . 298 © 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...

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

...., 304-306. 11.BEALA.M.What swrongwithloadfactordesign? Proc.InstnCiv.Engrs, Part 1, 1979, 66, NOV., 595-604. a70 © Thomas Telford and ICE 1980 QUEENS UNIVERSITY BELFAST DESIGN PROBABILITY PARTIAL SAFETY FACTORS NORMAL GAUSS CONTINUOUS GAUSSIAN DISTRIBUTION SPECIFICATIONS...

...DA ERVINE; E MCKEOGH; EM ELSAWY © Thomas Telford and ICE 1980 GLASGOW UNIVERSITY EDINBURGH UNIVERSITY QUEENS UNIVERSITY BELFAST EFFECT RATE PLUNGING CIRCULAR RELATIVE DISTURBANCE PROPORTIONS HYDRODYNAMICS ROUGHNESS MECHANISMS TURBULENT STRUCTURE TURBULENCE AIR WATER...

...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...

...AD POOTS; SR COCHRANE ULSTER DEPARTMENT OF FINANCE QUEENS UNIVERSITY BELFAST DESIGN BRIDGES IMPROVEMENT RURAL PROCEDURE EQUATIONS FLOODS CULVERTS WORKS CATCHMENTS PEAK THREE VARIABLE ESTIMATING CHANNELS SMALL EQUATIONS PREDICTION UK Proc. Instn Cio. Engrs, Part 1...

...BE CLARK; AE LONG; DJ CLELAND © Thomas Telford and ICE 1978 QUEENS UNIVERSITY BELFAST SHEAR FLAT STRENGTH SLABS POST TENSIONED TESTS 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...

... with the liquid, and siphonic flow results.1*2 The Written discussion closes 16 August, 1976, for publication inPrdceedings, Part 2. Formerly Queen's University, Belfast, now Babtie Shaw and Morton, Glasgow. 383 ERVINE 'Variation of Rerervoir Fig. 1 (above). Eyebrookreservoir saddle siphon Fig. 2 (right).Spelga...

... COSTS DRAFT TIME DESIGN BRIDGES STRUCTURES SEQUENTIAL TECHNIQUES FUNCTIONS STRUCTURAL PROCEDURE OPTIMISATION SECTIONS CAD PRESTRESSED DECKS BOX UNCONSTRAINED INTERIOR INTERMITTENT ANALYSIS CODES PROGRAMS AIDS AIDED QUEENS UNIVERSITY BELFAST © Thomas Telford and ICE...