... on the relationship between the shear force per connector P , and the longitudinalslip S, at the interface between the top flange of the steel section and the concrete or composite slab. This load-slipc urve, usually found from a push test, depends on the typeof connectors, their spacing, the dimensions...

.... This involves building first thefoundations, basement columns and 1227 PEATTIEAND MOJABI 1228 I l 5 M e N \ i I I - X- -I II m N - L H 9 1229 PEATTIE AND MOJABI 1230 .- 0 v, BASEMENT CONSTRUCTION OF THEGALLERIES 0 0 c ,E E .- c* 02 ._ 5 ,a 8 c 0 8 6 0 0o ro no wo - o t o~ g PEATTIE AND MOJABI ground-floor slab...

...MZ AHMAD; T K DATTA; R E MELCHERS Proc. Instn Ciu. Engrs, Part 2, 1991,91, Sept.,609-615 DISCUSSION ON PAP9E4SR4T1RUCTURAENLGINEERING GROUP Minimum reinforcementsolution for flat slabs M. Z . Ahmad and T. K. Datta R.E. Melchers, University of Newcastle, Australia There is a danger in applying...

... CENTRAL PATCH LOADS OVER REINFORCED REINFORCED BEAMS STIRRUPS FAILURES SHEAR SLABS PUNCHING VALENCIA UNIVERSIDAD POLITENICA ATHENS NATIONAL TECHNICAL UNIVERSITY IMPERIAL COLLEGE Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Sept., 545-560 PAPER 9141 STRUCTURBAULILDAINNDG BOARD Three...

...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...

... SLABS FLEXURAL TENSION ACTION CONSTRUCTION SHEAR CONNECTORS BENDING MOMENTS NEGATIVE PUSH OUT SAGGING HOGGING Proc. Instn Civ.Engrs, Part 2,1990,89, June, 251-260 PAPER 9567 STRUCTURAL ENGGRINOEUEPRING Steel-concrete composite girder with epoxy bonding D. S . PRAKASH RAO,BE, ME, PhD...

...M Z AHMAD; T K DATTA © Thomas Telford and ICE 1989 MINIMUM FLAT POINTS DESIGN TRANSFER PROBLEMS CAPACITY STATIC COEFFICIENTS PANELS TRANSMISSION REINFORCEMENT SLABS SUPPORTS CONSTANT TWISTLESS MOMENTS STRIP KINEMATICS ULTIMATE DISPLACEMENT VOLUME SOLUTIONS PLASTIC...

... always be under the train staffs control and as this can only be achieved by exiting through the train end 668 SINGAPOREMRT:DESIGN Fig. 1. Train doors,a walkwaywas notprovided.The need to provide adequate room for floating slab track in tunnels in sensitive areas to minimize nuisance from vibrationwas...

...KG BASSI; RT UNDERWOOD FREEWAYS SLABS CONTINUOUS OVERLAYS CAST IN PRECAST UNITS PIERS SHAFTS ROADS BRIDGES CRACKING TAPERED TAPERS BOX GIRDERS SUPERSTRUCTURES PILES ABUTMENTS HIGHWAYS MOTORWAYS HUME SYDNEY MELBOURNE VICTORIA AUSTRALIA © Thomas Telford...

...TOS ODUYEMI; LA CLARK; J SPRINGFIELD CARRUTHERS & WALLACE TORONTO PREDICTION CRACKS WIDTH CIRCULAR VOIDS CONCRETE SLABS LONGITUDINAL BENDING EQUATIONS SOLIDS DEFLECTION SCHOOLS BUILDINGS PRECAST FLEXURAL TENSILE CRACKING HUMIDITY STIFFNESS SOFFITS STRAIN FORMULAE...

...BP HUGHES; AT MAHMOOD; J SPRINGFIELD © Thomas Telford and ICE 1989 CARRUTHERS & WALLACE TORONTO EARLY THERMAL CRACKING ENDS RESTRAINED THICK REINFORCED CONCRETE MEMBERS CRACKS WIDTH CONTROL TENSILE YIELD CAPACITY REINFORCEMENT FINE RATIOS CREEP SLABS EFFECTIVE...

...J A HEMSLEY; D A SPENCE; T E GLYNN © Thomas Telford and ICE 1988 ELASTOSTATICS PLANE STRAIN FLEXURE FINITE STRIP FOUNDATIONS CONTACT FRICTIONLESS HALF PLANE MATHEMATICS EQUATIONS SLABS NUMERICAL STIFFNESS EDGES STRIP STRUCTURAL ANALYSIS BOUNDARIES BENDING MOMENTS...

...JA GILBERT; R HOLLAND; M ASTON; CJ WILSHERE; B FINNEY; GT HARDING; PF STOTT © Thomas Telford and ICE 1988 WATER COMMISSIONERS BUILDINGS ARBITRATION PROJECTS CONTRACTORS MANAGEMENT LISTED FLOORS SUPPORTS LOADS ACCESS GROUTS PILES BASEMENTS WALLS SLABS STRESS...

... CONSTRUCTION MANAGEMENT WIDENING TRACK PLATFORMS PAVED BRIDGES SLABS ROLLING STOCK OVERBRIDGES ARCHES PROJECTS MANAGEMENT WELDING BOLTING LONDON BEDFORD KENTISH TOWN MOORGATE ST PANCRAS KINGS CROSS UK Proc. InstnCio. Engrs, Part 1,1988,84, Oct., 1059-1069 9098...

... of the cruciform welding (Fig. 4). Concrete superstructures Reinforced concrete slab bridges 29. Generally for smaller spans up to 5.5 m where construction depth permits, themost economic solution is to use unconnected precast reinforced concrete slabs. It has been found by experience that two units per track...

...TU HSIANG-TE © Thomas Telford and ICE 1988 RESEARCH INSTITUTE OF MUNICIPAL ENGINEER ING, BEIJING THERMAL STRESS ANALYSIS CONCRETE SLABS PAVEMENTS ATMOSPHERIC TEMPERATURE FIELD STRAIN VALUE MEASUREMENT AMPLITUDE Proc. Instn Civ. Engrs, Part 2, 1988,85, Sept., 515...

...TK DATTA; MZ AHMAD Proc. lnstn Cio. Engrs, Part 2, 1988,85,Sept., 457467 PAPER 9308 STRUCTURAL ENGGRINOEUEPRING Minimum reinforcement volumefsor reinforced concrete slabbsy the strip method Using the strip method of analysis, minimum reinforcement volumes of slabs are obtained, with (a)all edges...

...TOS ODUYEMI; LA CLARK CONCRETE SLABS CRACKS BENDING METHODS LONGITUDINAL VOIDS SOLIDS TENSION THEORY PREDICTION EXPERIMENTS BARS STEEL © Thomas Telford and ICE 1988 BIRMINGHAM UNIVERSITY. Proc. InstnCiu. Engrs, Part 2,1988,85, June, 259-270 PAPER 9303 STRUCTURAL...

...GIB RANKIN; AE LONG; WG DUNBAR; RW TURNER; P NORRIS; P STAFFORD; AA ELGABRY; GHALI © Thomas Telford and ICE 1988 STRENGTH PUNCHING PREDICTION DESIGN SLABS COLUMNS STRUCTURES SHEAR LOADS RESEARCH PREDICTION METHODS CONCRETE BEHAVIOUR FAILURES TESTS CONSTRUCTION...