...H SUCUOGLU MIDDLE EAST TECHNICAL UNIVERSITY ANKARA NON LINEAR ANALYSIS TUNNELS LININGS LONGITUDINAL BENDING FLEXURE INDUCED DEFORMATION STRESS SETTLEMENT SURVEYS RECORDS CAPACITY JOINTS SEPARATION REGIONS HIGH BOLTS PRETENSIONED LOCAL TRANSVERSE FLANGES MODELS...

... permanent waywouldbe limited in number and only available at nightsand weekends. Thealternative design consisted of 17 steel composite plate girderswith bolted cross bracings. The alternative bearing system sat on the same bearinshgelf as the originaldesign cellular abutments, which were not changed...

... loading. On the upper viaducts, where there are several single bearing supports, further special measures htoadbe taken to prevent uplift. 5. Apart from the connections made onsite, which were bolted, all the jointsin the steelwork were welded. Site connections in the longitudinal box girders were located...

... HARRIS, CBE, BSc(Eng), Hon. DSc, FEng, FICE, FIStructEf Exploratory work at Imperial College onthe use of an arrangemnt of orthogonal debonded high-tensile steel bolts to provide lateral confinement in short axially loaded columns is described. The experiment was designed statistically, using...

... BOLTS LATERAL STABILITY STIFFENERS SPECIMENS ELASTIC LABORATORIES COLUMNS WEBS BENDING MOMENTS LOCAL Proc. lnstn Civ. Engrs, Part 2, 1984,77, June2, 11-237 PAPER 8796 The behaviourand design of haunched steel portal frame knees L. J. MORRIS, BSc(Eng), DIC,PhD,ACGI,FIStructE* J. A. PACKER...

... SUPERVISORS CONTRACTORS SUPERVISION STEEL BRACING ERECTION FRAMES TOLERANCES SAFETY STABILITY BOLTS LIABILITY FAILURES TEMPORARY STANDARDS RESIDENT ENGINEERS RESPONSIBILITY FABRICATION WORKS PROCEDURE SAFETY LEGISLATION TEMPORARY WIND WEATHER CLADDING LEGAL TIGHTNESS LATERAL...

...JK BUNGEY; MW BRAESTRUP; AJ CHABOWSKI; DW BRYDEN SMITH; BRE; COULOMB © Thomas Telford and ICE 1982 DENMARK TECHNICAL UNIVERSITY BRE BUILDING RESEARCH ESTABLISHMENT CONCRETE STRENGTH PULL OUT TESTS WEDGES ANCHORS BOLTS COMPRESSIVE FAILURES ANGLES FRICTION SLIDING...

...JH BUNGEY © Thomas Telford and ICE 1981 LIVERPOOL UNIVERSITY CONCRETE PULL OUT EXPERIMENTS DATA LOADS TORQUEMETERS FLEXURAL BEAMS MEMBERS SPECIMENS PROPERTIES STRENGTH WEDGES LABORATORIES BOLTS TECHNIQUES PREDICTION STRESS UNLOADED FULL SCALE METHODS TESTS...

... CRACKS PATTERNS ASSEMBLY REINFORCEMENT ARRANGEMENT BOLTS POCKETS FAILURES YIELDING STEEL DESIGN Proc. Instn Ciu. Engrs, Part 2, 1980, 69, Sept., 813-826 TN 250 Tecsootnslumn-rafjtoeirnints precast concrete portal frames S. R. MANGALGIRI, BTech, PhD, MICE* Full-scale models of column-rafter...

...CS BAHIA; LH MARTIN © Thomas Telford and ICE 1980 ASTON UNIVERSITY BOLTS SHEAR BOLTED FORCES NON LINEAR STRESS METHODS UNSTRESSED CENTRE PLASTIC GROUPS EXPERIMENTS TESTS SINGLE DEFORMATION ULTIMATE LINEAR ANALYSIS TORSIONAL ROTATION VALUE TORSION JOINTS...

...JO SURTEES; ED PAPE; GW OWENS © Thomas Telford and ICE 1980 IMPERIAL COLLEGE BOLTS FRICTION SHEAR CONNECTIONS RESPONSES INITIAL FORCES GRIP JOINTS TECHNIQUES SLIP LOADS DISTRIBUTION ECCENTRIC MEASUREMENT NON LINEAR FAILURES ROTATIONAL Proc. lnst Ciu. Engrs...

.../start system. M r A. Neden, BalfourBeatty Construction Ltd Table 4 shows the cost of tunnel bolts for a 5750 mm dia. tunnel (this being in the middle of the range of tunnel sizes driven at Bond Street). At Bond Street some 152 600 bolts ranging in size from M20 to M36 were measured in the final account...

...JO SURTEES; ED PAPE BOLTS FORCES DISTRIBUTION FRICTION GRIP ECCENTRIC SHEAR JOINTS INTERNAL TRANSMISSION LOADS TESTS INSTRUMENTATION CONFIGURATION TECHNIQUES SENSING MAGNITUDE POSITIONS INITIAL ULTIMATE SLIP MEASUREMENT BEARING THEORY VALUE RIGID PLASTIC ELASTIC...

... LONG CEMENTATION CONSTRUCTION DESIGN LABOUR TENDERS RAILWAYS FAILURES BOLTS TIES BRIDGES STEELWORK METHODS GANTRIES TUBES FRICTION CONCRETE RECONSTRUCTION ERECTION ARCHES LOADS CONTRACTS GRIP TIEBACKS BRITANNIA MENAI STRAITS WALES ANGLESEY UK Proc. Instn Ciu...

...R TAYLOR; DSE CLARK; JJ NELSON © Thomas Telford and ICE 1974 MANCHESTER UNIVERSITY SIR ROBERT MCALPINE TESTS CONNECTORS CONCRETE BOLTS SHEAR COMPOSITE RESEARCH STRENGTH TYPE REINFORCED TRANSVERSE 7666 SYNOPSIS Tests on a new type ofshear connector for composite...

... AIR FRICTION WATER METHODS DIVING UNDERGROUND SUBMARINE JETTIES PRECAST DAMPING SURGING HIGH GRIP INTAKES ROCKS COASTAL WORKS CONSTRUCTION PILES CONCRETE EFFECT COMPRESSED STRENGTH BOLTS WYLFA ANGLESEY WALES UK 7170 DISCUSSION Cooling water intakes a t Wylfa...

...-loaded high-tensile bolts. Care in accurately locating the bolt holes ensured that inevery test the plates fittedneatly intotheclampingfixturewithoutanypressure having io be applied. Hardened flat washers were used to prevent embedding of the bolt head and nut and hence to enable the clamping pressure...

... carried out ona future occasion, it might be 126 DISCUSSION ON FORTH ROAD BRIDGE felt that bolts should be employed instead of welding to fasten them to the bridge. Mr Hyatt thought that this method wouldbe more advantageous if there was any damage to repair. The question of stagings, mentioned...

... SUPERSTRUCTURES SWING SITES ERECTION FABRICATION FATIGUE BOLTS HIGH STRENGTH TIGHTENING PLANT INSTALLATION ELECTRICAL MECHANICAL DESIGN TEAMS PILES JACKS SUBCONTRACTORS CONTRACTORS CUMBERLAND BASI BRISTOL UK © Thomas Telford and ICE 1966 Discussion on Paper No. 6924...

... HALLS CAVERNS TUNNELS SHAFTS PENSTOCKS SURGES CHAMBERS OUTFALLS STRUCTURES INSTALLATION LAYOUT ROCKS BOLTING ROCKBOLTS BOLTS ROCKBOLTING CONCRETING FORMWORK CONCRETE STEEL LININGS PIPES ERECTION WELDING CRUACHAN SCOTLAND LOCH AWE UK For discussion at an Ordinary...