... FINITE ELEMENTS FAILURES CRACKS BENDING ULTIMATE COMPRESSION SUPPORT SPANDRELS PARAPETS WALLS SOILS TRANSVERSE SENSITIVITY MOVEMENT ABUTMENTS PIERS DEFECTS CONVERGENCE Proc. Instn Ciu. Engrs, Part 2,1991, 91, Sept., 617430 DISCUSSION ON PAP9E5RS7T5RUCTURAENLGINEERING An energy method...

... GEOMETRICAL MATERIALS PARAMETERS DEFLECTION PEAK CAPACITY PLATES ANALYTICAL MODELS SOLUTIONS DESIGN COMPUTERS PACKAGES VALIDATION COMPRESSION IMPERFECTIONS RIGIDITY INTERACTIVE STRESS STATE Proc. Instn Civ. Engrs, Part 2, 1991, 91, June, 237-258 PAPER 9692 STRUCTURBAULILDAINNDG BOARD...

... COMPRESSION MONITORING BEHAVIOUR LEACHATE LEVELS LONG TERM LOADS IN SITU LOADS TESTS BIODEGRADATION VOLUME REDUCTION PHYSICAL CREEP DIFFERENTIAL MOVEMENT EFFECT STRESS EFFECTIVE BROGBOROUGH CALVERT UK Proc. Instn Ciu. Engrs, Part 1, 1990, 88, Dec., 971-993 9580 GROUP...

...B F RONALDS © Thomas Telford and ICE 1989 TORSIONAL TRIPPING STIFFENERS DESIGN METHODS COMPRESSION DEFLECTION COLLAPSE DATA OUTSTANDS IMPERFECTIONS BUCKLING SLENDER STEEL PLATES LOADS LOCAL ANALYSIS ROTATIONAL INTERACTION FINITE ELEMENTS GEOMETRY BEHAVIOUR STRENGTH...

... RATIOS FORMULAE SPECIMENS DESIGN MANUFACTURE CALCULATIONS SUPPORTS EXPERIMENTS EQUATIONS COMPRESSION FAILURES MAGNITUDE Proc. Instn Ciu. Engrs, Part 2, 1989,87, Sept.,401414 PAPER 9450 STRUCTURAL ENGGRINOEUEPRING Ultimate shear testosf prestressed concrete I-beams GU YI KANG* ZHI ME1 WU* L1...

... tropical weatheringis a featureof the sedimentary rockswhich underlie the southern part of Singapore City. The information given in the Paper on the physical properties of the rock is typical in that it shows the wide variation in strength and compressibility with no trend to any appreciable increase...

...NK SUBEDI; HHA WONG © Thomas Telford and ICE 1989 OVE ARUP SECTIONS REINFORCED CONCRETE DEEP BEAMS METHODS ANALYSIS BEARING FAILURES LOADS COMPRESSION ZONES EQUILIBRIUM FORCES BEHAVIOUR FLANGES I SECTIONS Proc. Instn Civ.Engrs, Part 2,1989,87, Mar., 127-129...

... STATE STEEL COMPRESSION ZONES STIRRUPS SUPPORTS ANALYSIS TENSION EQUILIBRIUM CALCULATIONS CRACKING © Thomas Telford and ICE 1988 Proc. Instn Ciu. Engrs, Part 2,1988,85, Dec., 609-628 PAPER 9295 STRUCTURAL ENGGRIONUEEPRING Analytical and experimental studioesf shear failures...

...C B WILBY BUCKLING COMPRESSION REINFORCEMENT REINFORCED CONCRETE BEAMS BARS TESTS WEAKNESS ZONES RESISTANCE BENDING MOMENTS STEEL STRENGTH TOP STIRRUPS LOADS METHODS FLEXURAL FAILURES THEORY ULTIMATE PRECAST PRESTRESSED CODES PRACTICE Proc. Instn Cio. Engrs, Part 2...

...AG MPHONDE © Thomas Telford and ICE 1988 ZIMBABWE UNIVERSITY AGGREGATES INTERLOCKING HIGH STRENGTH LOW REINFORCED CONCRETE BEAMS TESTS WEBS REINFORCEMENT STRENGTH MECHANISMS SHEAR PROCEDURE COMPRESSIVE DOWELS COMPRESSION CRACKS FAILURES ANALYSIS TRANSFER...

...G DAVIES; JA PACKER © Thomas Telford and ICE 1987 NOTTINGHAM UNIVERSITY TORONTO UNIVERSITY ELASTIC STRENGTH ELASTOPLASTICITY PLATES LOADING LOADS RECTANGULAR THEORY CASE STUDIES COMPRESSIVE BEHAVIOUR WALLS COMPRESSION JOINTS Proc. Instn Cio.Engrs, Part 2, 1987,83,Dec...

...CY CHIA © Thomas Telford and ICE 1987 SINGAPORE PUBLIC WORKS DEPARTMENT PAVEMENTS FLEXIBLE STRIPPING TESTS MEASUREMENT COMPRESSION STRENGTH MICROSCOPY STABILITY VALUE AGGREGATES ACCURACY SAMPLING TESTING ASPHALT Proc. Instn Civ. Engrs, Part 2,1987,83, Mar., 333-338...

...MA ROUF; F SAWKO SHEAR STRESS DISTRIBUTION MASONRY ELEMENTS STRAIN COMPRESSION PARABOLIC FORCES GEOMETRY PROPERTIES AXIS LINEAR THEORY SECTIONS MATERIALS NON LINEAR Proc. Insrn Cio. Engrs, Part 2, 1985.79, Mar., 181-191 TECHNNICOATLE 425 STRUCTURAL ENGINEERING GROUP Shear...

... SOLUTIONS MECHANISMS DESIGN STATIC ANALYTICAL PREDICTION DEFORMATION PATTERNS COMPRESSION POLAND JAPAN CZECHOSLOVAKIA NETHERLANDS HOLLAND Proc. Instn Ch. Engrs, Part 2, 198.5,79, Mar., 167-180 TECHNNICOATLE 397 S T R U C T UERNAGLI N E E RGIRNOGU P Yield and buckling strengthof T, Y...

...CG PETERSEN © Thomas Telford and ICE 1984 IN SITU TESTING APS COPENHAGEN DENMARK SWEDEN NORWAY SCANDINAVIA NETHERLANDS HOLL LOK TEST CAPO TEST DEVELOPMENT TESTS PULL OUT SYSTEMS TESTING IN SITU COMPRESSIVE STRENGTH CONCRETE SURFACE LAYERS METHODS PRE EMBEDDED...

...JH BUNGEY; AJ CHABOWSKI; CG PETERSEN; AE LONG; GS MILLINGTON © Thomas Telford and ICE 1984 TESTING NON DESTRUCTIVE TESTS QUALITY CONTROL MONITORING STRENGTH IN SITU STRUCTURES INVESTIGATIONS METHODS PULL OFF PULL OUT FRACTURE INTERNAL PENETRATION RESISTANCE COMPRESSION...

... BOUNDS LOADS UNLOADING AXIAL STRESS FAILURES CURVES COMPRESSION AXIAL Proc. Instn Cio. Enyrs, Part 2, 1984.77, Mar.,95-98 DISCUSSION ON PAPER 8652 Ring stiffener behaviour and its interaction with cylindrical panel buckling S . F. Estefen and J. E. Harding Mr S. C . Holsgrove and DrA...

...ZG AZIZIAN; TM ROBERTS INSTABILITY STRENGTH PLATES PERFORATED FINITE ELEMENTS ANALYSIS ELASTIC BUCKLING NON LINEAR ELASTOPLASTIC COLLAPSE LOADS ULTIMATE COMPRESSION SHEAR HOLES THIN STRESS STRAIN SOLUTIONS UNIVERSITY COLLEGE CARDIFF © Thomas Telford and ICE 1983...

...A STAMENKOVIC; MJ GARDNER; BS 5950 KINGSTON POLYTECHNIC EFFECT STRESS RESIDUAL COLUMNS BEHAVIOUR STEEL STRUCTURAL HOLLOW SECTIONS HOT FINISHED DESIGN STEELWORK COMPRESSION MEMBERS BUCKLING STRUTS CURVES THEORY CIRCULAR RECTANGULAR MEASUREMENT CODES PRACTICE...

...A SHARMA; GS PANDIT © Thomas Telford and ICE 1983 WEST INDIES UNIVERSITY MALAVIYA REGIONAL ENGINEERING COLLEGE JA -IPUR INDIA TESTS CONCRETE BEAMS BIAXIAL BENDING AXIAL TORSION COMPRESSION REINFORCED MODELS SPECIMENS FAILURES TWIST LOADS EFFECT BEHAVIOUR ULTIMATE...