... 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...

...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...

...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...

...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...

...PE REGAN; DJ CLELAND; AE LONG Proc. Instn Ciu. Engrs, Part 2, 1986,81, Sept.,489-490 DISCUSSION ON PAPER 8930 The punching resistanceof prestressed concrete slabs P. E. Regan Dr D. J. Cleland and Professor A. E. Long, The Queen s University of Belfasl This Paper reports in great detail the results...

... the regions around intermediate column supports of prestressed slab bridges. All butthree of thetestsended in punchingfailuresandtheresultsare used to developan extension of the recommendations on punching of the draft revision of C P 110, that is an extension to allow for prestress. The approach employs...

... with internal columns arepresented.Themainvariablesinthe tests werethelevel of eccentricityandthe slab boundary conditions. The crack patterns, steel strains, tendon stresses and column moments were monitored continuously up to failure. The ultimate punching and moment capacities are compared with those...

...SO FRANKLIN; DJ CLELAND; AE LONG Proc. Instn Cio. Engrs, Part 2,1982,73, June, 277-298 A flexural method for the prediction of the punching capacity of unbonded post-tensioned flat slabs at internal columns S. 0 . F R A N K L I N , BSc, PhD* D. J. C L E L A N D , BSc, PhD? A. E. LONG, BSc, PhD...

... COMPRESSION TENSION FAILURES PUNCHING YIELD LINE ANGLES WELDS CONTACT RIGID EXPERIMENTS PUSH PULL Proc. 1 n . m Ciu. Engrs, Part 2, 1980, 69, Dec., 995-1013 8412 Yiesldtrength of gapped joinitns rectangular hollow section trusses G . DAVIES, B S c ( E n g )P, h DM, I C E ? M. G . COUTIE, BSc(Eng...

...A STAMENKOVIC; JC CHAPMAN © Thomas Telford and ICE 1974 KINGSTON POLYTECHNIC GEORGE WIMPEY LOCAL HEADS COMBINED LOADS CALCULATIONS TORSIONAL MOMENTS EDGES STRENGTH FLAT TESTS FORMULAE RESISTANCE INTERACTION SQUARE CORNERS COLUMNS SLABS HORIZONTAL PUNCHING...

... fora live load acting on thcentral arch; theMinistry of Transport rules 31 6 TWO MASONRY B R I D G E S : I CLARE C O L L E G EB R I D G E are not really applicable to Clare Bridge, but they give an answer which is of the same orderof magnitude as thatimplied by the thrust-line analysis. Punching...

...A E LONG; S D LASH; D BOND; P Y TONG; P REGAN IMPERIAL COLLEGE QUEENS UNIVERSITY KINGSTON FAILURES CONCRETE CALCULATIONS CRACKS CARRYING PUNCHING SLABS LOADS CRACKING CAPACITY REINFORCED THEORY SHEAR ULTIMATE 7002 DISCUSSION Punching failure of reinforced concreteslabs...

...A E LONG; D BOND © Thomas Telford and ICE 1967 QUEENS UNIVERSITY BELFAST PUNCHING FAILURES REINFORCED CONCRETE SLABS THEORY METHODS CALCULATIONS COLUMNS LOADS REINFORCEMENT STRESS SHEAR OCTAHEDRAL ITERATIVE INTERPOLATION BENDING MOMENTS BOUNDARIES CONDITIONS...