...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...

...JM ROTTER; P ANSOURIAN © Thomas Telford and ICE 1979 SYDNEY UNIVERSITY COMPOSITE ELASTIC BENDING PROPERTIES STRESS STANDARD CURVATURE FORMS ACCURACY TESTS CHARACTERISTICS SLABS STEEL STRENGTH PLATEAU BEHAVIOUR BEAMS SAGGING RESPONSES EFFECT GEOMETRY INTERFACE...

...HB HARRISON © Thomas Telford and ICE 1978 SYDNEY UNIVERSITY POST BUCKLING CIRCULAR SECOND ORDER SEMICIRCULAR ELEMENTS STABILITY DEFORMATION BIFURCATION IN PLANE PROGRAMS BEHAVIOUR ARCHES ANALYSIS TECHNIQUES UNSTABLE LOADS CURVES METHODS BASES NUMERICAL ELASTIC...

...P ANSOURIAN © Thomas Telford and ICE 1975 SYDNEY UNIVERSITY APPLICATIONS ANALYSIS SYSTEMS ELEMENTS CONCRETE JOISTS VARIABLES STIFFNESS ERRORS T BEAMS COLUMNS REPRESENTATION MESHES METHODS COMPOSITE THIN FULL SLABS ELASTIC RATIOS FORMS BEAMS LOADS CONNECTIONS...

... PROCEDURE FLOORS STEEL METHODS LOADS PLASTIC STRENGTH LATERAL PROPORTIONING WORKING SYDNEY UNIVERSITY © Thomas Telford and ICE 1974 ...

...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...