...P ANSOURIAN © Thomas Telford and ICE 1982 SYDNEY UNIVERSITY EXPERIMENTS CONTINUOUS BEAMS COMPOSITE TESTS STEEL ROTATION CAPACITY SAGGING LOADS SYMMETRICAL BUCKLING FAILURES PLASTIC DESIGN VALUE MOMENTS SLABS SHEAR CONNECTIONS DUCTILITY THEORY RESISTANCE...

...P ANSOURIAN © Thomas Telford and ICE 1981 SYDNEY UNIVERSITY SHEAR COLUMNS ACTION SECTIONS I SECTIONS SQUARE DEFORMATION CRACKS FLEXIBILITY NON LINEAR ANALYSIS HORIZONTAL EXTERNAL BOLTED MEASUREMENT WALLS STRESS COMPOSITE CONNECTIONS ZONES ENCASED CONCRETE...

..., 1968, 41D,ec., 651-683. 19. S L U ~ ERR. G. and DRISCOLL G. C. Flexural strength of steel-concrete composite beams. J . Sfrucf.Diu. Am. Soc. Civ. Engrs, 1965,91, SAT2p,r., 71-99. 474 SYDNEY UNIVERSITY COMPOSITE ELASTIC BENDING PROPERTIES STRESS STANDARD CURVATURE FORMS ACCURACY TESTS...

... ELASTIC PINS LOW RISE DISCRETE RESPONSES DISPLACEMENT EQUILIBRIUM SHAPE COMPUTERS SYDNEY UNIVERSITY © Thomas Telford and ICE 1978 ...

... of the floor systems was relatively low. For the refined element network of Fig.4 there were1320 nodal unknowns and the band- width of the stiffnessmatrixwas 66. On the Cyber 72 computer of the Sydney University Computer Centre, the time of solution of the linear system was72 seconds and the total cost of one...

...F CHEONG SIAT MOY © Thomas Telford and ICE 1974 SYDNEY UNIVERSITY CONTROL FRAMES EVALUATION CONDITIONS DESIGN BEAMS SWAY HINGES SUBASSEMBLAGES DEFLECTION UNBRACED STIFFNESS CONSTRAINTS TECHNIQUES EFFECT SUBDIVISION PROCEDURE FLOORS STEEL METHODS LOADS PLASTIC...

...HB HARRISON © Thomas Telford and ICE 1973 SYDNEY UNIVERSITY COMPUTERS ELASTIC METHODS DEFORMATION INITIAL ERRORS SIMULATION ANALYSIS FOUNDATIONS SUPPORTS ELEMENTS ITERATION BEAMS NUMERICAL DISCRETE REPRESENTATION BOUNDARIES PROCEDURE 7639 General computer analysis...

...HB HARRISON © Thomas Telford and ICE 1970 SYDNEY UNIVERSITY ANALYSIS MEMBRANES LOADS HYDRAULIC STRESS RISING METHODS MODELS PROGRAMS INFLATED BEHAVIOUR DAMS WATER CONTROL SHAPE HEADS CYLINDRICAL SOLUTIONS TIME SHARING INFLATABLE STATIC BARRIERS DEVICES TENSION...

...H B HARRISON © Thomas Telford and ICE 1968 SYDNEY UNIVERSITY ULTIMATE SHEAR FRAMES THREE COLUMN PROBLEMS SECTIONS OBLIQUE TESTS RESTRAINED LOADS NON LINEAR COMPUTERS RESISTANCE SIMPLE ANALYSIS TRIANGULAR PLANE MODES BENDING MAXIMUM STEEL PLASTIC HORIZONTAL...

...F SAWKO; J M DAVIES; D FAULKNER; B J VICKERY; C MASSEY; M G LAY © Thomas Telford and ICE 1965 MANCHESTER UNIVERSITY ROYAL NAVY COLLEGE SYDNEY UNIVERSITY WESTERN AUSTRALIA UNIVERSITY EFFECT STRAIN HARDENING ELASTOPLASTIC BEHAVIOUR BEAMS GRILLAGES RESEARCH FORMULATION...

...H J COWAN; R H EVANS; W HOUGHTON EVANS; A F FULWOOD © Thomas Telford and ICE 1965 SYDNEY UNIVERSITY LEEDS UNIVERSITY FORMS STRUCTURE ENGINEERING EDUCATION ENGINEERS ARCHITECTS PROFESSIONS RELATIONS COURSES UNIVERSITIES DESIGN ARCHITECTURE N8 NEWS Winter construction...

...B RAWLINGS © Thomas Telford and ICE 1964 SYDNEY UNIVERSITY IMPACT TESTS MODELS STEEL FRAMES IMPULSIVE LOADS LOADING CONDITIONS PRESCRIBED CONSTANT VELOCITY FORCES PULSES TRANSIENT DEFLECTION THEORY PREDICTION STRAIN RATES SENSITIVITY MATERIALS HARDENING...

...N S TRAHAIR © Thomas Telford and ICE 1961 SYDNEY UNIVERSITY ULTIMATE LOADS CARRYING CAPACITY SLENDER STANCHIONS BENT AXIS MAJOR ELASTIC ANALYSIS CURVATURE INSTABILITY YIELD PERFECT FAILURES PREDICTION INITIAL AXIAL ECCENTRICITY THEORY SLENDERNESS IMPERFECTIONS...