...M H MURRAY; G MILLAR © Thomas Telford and ICE 1991 CENTRAL QUEENSLAND UNIVERSITY COLLEGE KINHILL CAMERON MCNAMARA DYNAMICS RESPONSES FORMWORK CONCRETE VIBRATIONS RESEARCH PERFORMANCE PANELS INVESTIGATIONS PRESSURE DISPLACEMENT FORMS COMPACTION ADJACENT FRESH POKERS...

...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...

...MMK LEE © Thomas Telford and ICE 1990 UNIVERSITY COLLEGE SWANSEA NUMERICAL STUDIES PLATES GIRDERS WEBS HOLES ANALYSIS TRANSVERSE STIFFNESS PANELS FINITE ELEMENTS METHODS BENDING SHEARING LOADS ULTIMATE STRENGTH STRESS FIELDS COLLAPSE THEORY TENSION SHEAR...

... analysis to examine parametrically the effect of geometrical panel and stiffener properties and initial imperfections onthe behaviour of transverse stiffeners in grder web plates subject to shear loading. Particular attention is paid to the way in which the various geometrical parameters affect...

...P G FOOKES; A J WELTMAN; B D MARDEN © Thomas Telford and ICE 1989 MACCAFERRI RIVER AND SEA GABIONS MACCAFERRI RIVER & SEA GABIONS ROCKS REMEDIAL WEATHERED MESHES GABIONS WELDED MATTRESSES HEXAGONAL SLOPES DEGRADATION WIRE NETTING PANELS FENCES WOVEN...

...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...

...TC LIAUW; CQ LO © Thomas Telford and ICE 1988 HONG KONG UNIVERSITY FILL MULTIBAY FRAMES INFILL SINGLE BAYS INTEGRAL NON LINEAR NON INTEGRAL FINITE ELEMENTS METHODS ANALYSIS MATERIALS CRACKING PANELS SEPARATION FRICTION SLIP SHEAR CHARACTERISTICS LOADING LOADS...

...KJ CAMPBELL; BA COATES; IH REITH; JFA MOORE; TP LEES; R JOWETT; RG KINNEAR; JP THEOPHILUS © Thomas Telford and ICE 1987 HOUSES REINFORCED CONCRETE PREFABRICATED SYSTEMS PANELS DETERIORATION PROBLEMS MEMBERS STRUCTURAL RATE UNITS PANELS REPAIRS BUILDINGS MAINTENANCE COLLAPSE...

...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...

... SUBCONTRACTING SETTLEMENT DOCUMENTATION CAISSONS EXCAVATIONS SAND TREMIE MOVEMENT CONCRETE PANELS SOILS ANCHORS DESIGN TESTING PRESSURE SHEATHS CORRUGATED HONG KONG HONG KONG CHINA ASIA Proc. Instn Ciu.Engrs, Part 1,1987,82, Aug., 831-858 ENDGIRISNCOEUESNRS9DII0NO2GN1 GROUP...

... DESIGN PREDICTION RESEARCH STRUCTURES SWAY HORIZONTAL CRIPPLING COMPRESSED WEBS PURLINS STEELWORK FASTENINGS SHEAR PANELS EQUATIONS TROUGHS Proc. Instn Ciu. Engrs, Part 2, 1987,83, Mar., 27S293 NRUGCINTEU9E1RR3A3INLGPAPERET End failures in stressed skin diaphragms J. M. DAVIES, DSc, PhD...

... STRESS STRAIN TENSILE PROGRESSIVE CRACKING TESTS PANELS SHEAR COMPOSITE STIFFNESS GEOMETRY STRENGTH DEFORMATION PREDICTION PARAMETRIC EQUATIONS COMPRESSIVE Proc. Instn Cio. Engrs, Part 2,1986,81, Dec., 593-605 ICNTEUE9R0R6AI1NLGPAPERGU GROUP The influence of brick masonry infill...

... UNSYMMETRICAL HYBRID COMPACT STRESS HIGH YIELD SHEAR SUPPORTS BENDING SAFETY FACTORS DEVIATION PANELS ULTIMATE CAPACITY LATERAL UK Proc. Instn Ciu. Engrs, Part 2, 1986,81,Sept., 335-352 PAPER 8999 STRUCTURAL ENGGRINOEUEPRING Evaluation of BS 5400 plate girder rules R. SEN, BTech, MASc...

... loads. Introduction The proper use of infilled panels incorporated within the planoef a frame, termed an infilled frame, has been shown to be of great practical and economic significance in resisting seismic, wind and blasting loads. The advantageous behaviouorf an infilled frame is derived mainly from...

... LEVELS FLOODING RISKS CONTRACTS CONDITIONS PILING INITIAL PREPILED TRENCHES DEWATERING TRIALS EXTRACTION LOSS BULKHEADS PRECAST CREST BEAMS KEYS PANELS SHEETPILES SHEETPILING Proc. Instn Ciu.Engrs, Part 1,1985,77, Feb.,195-216 8838 GROUND ENGINEERING GROUP Northern Counties...

... Liauw and Dr Kwan The present discussion is very similar to the previous discu~sion'o~n our earlier Paper,12 and we do not intend, therefore, to repeat the answers which we have already given. 34. In Fig. 3, the panel/beam interface normal stress and the panel/column interface shear stress have been...

...R HORNE; WR GRAYSON; PA CAMPBELL Proc. lnstn Civ. Enyrs, Part 2, 1984,11,Sept.,407 DISCUSSION ON PAPER 8687 Ultimate load behaviouorf stiffened web panels subjected to combined stress M. R. Horneand W. R. Grayson Mr P. A. Campbell, Royal Melbourne Instituteof Technology The Authors present all...

...TC LIAUW; KH KWAN © Thomas Telford and ICE 1984 HONG KONG UNIVERSITY FILL PLASTIC DESIGN FRAMES INFILLED METHODS INTEGRAL NON INTEGRAL BEHAVIOUR NON LINEAR THEORY UNIFIED BEAMS FORMATION HINGES CRACKING CRUSHING PANELS SHEARING STRENGTH INTERFACE CONNECTIONS...

...II BESSER; AR CUSENS Proc. Insfn Cia. Engrs, Part 2, 1984,77, June,265-278 TECHNICALNOTE 421 Reinforced concrete deepbeam panels with high depth/span ratios I. 1.. BESSER, MSc, PhD* A. R. CUSENS, BSc(Eng), PhD,FICE,FRSE* Tests are reported on seven simply supported model reinforced concrete wall...

... , that should beused for the columns. It only remains tocheck that yield is not violated in the infill. This is difficult to do as no simple stresfiselds can be postulated for the infill, except in the case of square panels. Furthermore, nofailure criterion for the infill is given by the Authors. 30. Asimilar...