...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...

... of reinforced concrete flat-slab edge column models subject to a combination ofcyclic lateral loads and normal gravity loads is presented. Eight 1/3 scale models were constructed and tested to examine the behaviour of the slab/edge column connection at both theserviceload level and the ultimate load stage...

...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...

...GIB RANKIN; AE LONG; WG DUNBAR; RW TURNER; P NORRIS; P STAFFORD; AA ELGABRY; GHALI STRENGTH PUNCHING PREDICTION DESIGN SLABS COLUMNS STRUCTURES SHEAR LOADS RESEARCH PREDICTION METHODS CONCRETE BEHAVIOUR FAILURES TESTS CONSTRUCTION REINFORCEMENT LAYERS BRITTLE FLAT PLATES...

...HKV TAN © Thomas Telford and ICE 1984 JURUTERA KONSULTANT ELASTIC BUCKLING ISOTROPIC TRIANGULAR PLATES FLAT BENDING FINITE ELEMENTS SOLUTIONS COEFFICIENTS TRIANGLES GEOMETRY RATIOS LOADS PARAMETERS VALUE METHODS STRESS EQUILATERAL ISOSCELES CURVES RIGHT ANGLED...

... SEAWATER COMPLEX COMMUNITY DATA PIPES INSTALLATION FLAT TERRAIN SYSTEMS STORAGE RESERVOIRS COMPUTERS PUMPING STATIONS PROGRAMS ANALYSIS SUCTION PLOTS PRESSURE TRANSIENT AREAS TIME PUMPS BYPASSES TANKS ELEVATED AIR VESSELS TWO STAGE MULTIPLE PLANT CONTROL PUMPING FLOWMETERS...

...DJ FRASER © Thomas Telford and ICE 1983 NEW SOUTH WALES UNIVERSITY Proc. Instn Ciu.Engrs, Part 2,1983,75, Mar., 103-1 11. TECHNICAL NOTE 353 Effective widthsof laterally loaded flat plate floors D. J. FRASER, PhD, MIEAust* A finite element method is used to determine the effective...

...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...

... STATISTICS STUDIES OWNERSHIP ACCIDENTS EXPERIMENTS AREAS PROJECTS TRAVEL SURVEYS EXPERIMENTAL SPECIAL FLAT JUNCTIONS COSTS ATTITUDES LINK MOTORISTS RESIDENTS CENTRES SUBWAYS CONVERSION SHARED WITH FLOW UNSEGREGATED CROSSINGS PORTSMOUTH PETERBOROUGH MIDDLESBROUGH UK...

...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...

... FLAT SIMPLE UNLOADED COMPRESSION ELASTOPLASTIC ANALYSIS COMPRESSIVE WIDTH PROCEDURE EXPERIMENTS FORMULAE PATTERNS RESIDUAL CURVES ELASTIC IMPERFECT SUPPORTS PLASTIC Proc. Instn Cio. Engrs, Part 2, 1981, 71, Mar.,165-183 8424 On the approximate prediction of elasto-plastic plate...

...YC WONG; A COULL Proc. Instn Cic. Engrs, Part 2, 1981, 71, June,571-573 8355 DISCUSSION Effective slab stiffness in flat plate structures Y. C. WONG 81 A. COULL Professor A. E. Long, Queen's University, Belfast The procedure described in the Paper produces results comparable with those obtained...

...BE CLARK © Thomas Telford and ICE 1981 SHEAR POST TENSIONED SECONDARY ULTIMATE MOMENTS FLAT BENDING LIMIT STATE TRANSFER SLABS TOTAL Proc. Instn Civ. Engrs, Part 1, 1981, 70, Feb. Corrigenda CLARKB. E. Shear and moment transfer in post-tensioned flat slabs. Proc. Instn Civ...

...YC WONG; A COULL © Thomas Telford and ICE 1980 WAN MAHOMED & KHOO GLASGOW UNIVERSITY EFFECTIVE SLABS STIFFNESS FLAT PLATES STRUCTURES INFLUENCE COEFFICIENTS METHODS WIDTH COUPLING FLOORS LOADS LATERAL CONVERGENCE ACCURACY FINITE ELEMENTS ANALYSIS STRESS...

... by analysis of an equivalent prism composedof flat panels. For the analysis of the narrow-panelled cylinders, a column model resting on elasticspringsisproposed. Theanalysistakesintoaccount,inasimplifiedmanner,the significant features of the problem, namely the interaction of local and overall modes...

...BE CLARK © Thomas Telford and ICE 1979 SALFORD UNIVERSITY SHEAR POST TENSIONED DESIGN ASSESSMENT FORCES STRESS MOMENTS FLAT POST STRESSED RESISTANCE ANALYSIS COLUMNS TRANSFER SLABS CALCULATIONS TENDONS STRUCTURES Proc. Instn Civ. Engrs, Part 1, 1979, 66, Nov., 679...

...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...

...BE CLARK; CP 110 © Thomas Telford and ICE 1978 SALFORD UNIVERSITY SHEAR FLAT DESIGN CONCRETE DOCUMENTATION ZONES PRESTRESSED SECTIONS TENDONS STRENGTH SLABS PROCEDURE THEORY CARRYING ACTION CAPACITY UNCRACKED CODES POST TENSIONED FLOORS REINFORCED PLATES...

...YK CHEUNG; C DELCOURT; FW WILLIAMS © Thomas Telford and ICE 1977 UWIST BUCKLING FLAT CONTINUOUS FREQUENCIES VIBRATIONS SPANS METHODS THIN STRUCTURES BEAMS EIGEN VALUES Proc. Instn Ciu. Engrs, Part 2, 1977, 63, Dec., 943-946 7959 DISCUSSION Buckling and vibration...

... COMPUTERS LINEAR INTER CONNECTED FLAT THREE DIMENSIONAL LATERAL STIFFNESS CONVENTIONAL OPEN FLOORS PROGRAMS STRUCTURAL Proc. Instn Ciu. Engrs, Part 2, 1976, 61,Dec., 711-724 7952 Thefefewocaftrping on inter- connected shear wall-f lat plate structures A general three-dimensional method...