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1-9 of 9
Keywords: MELBOURNE UNIVERSITY
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Journal Articles
EVALUATION OF THE SECONDARY TORSIONAL DESIGN PROVISIONS OF EARTHQUAKE BUILDING CODES.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1988) 85 (4): 587–607.
Published: 01 December 1988
...AM CHANDLER; GL HUTCHINSON © Thomas Telford and ICE 1988 UNIVERSITY COLLEGE LONDON MELBOURNE UNIVERSITY DESIGN TORSIONAL SECONDARY EARTHQUAKES PROVISIONS BUILDING CODES EVALUATION STRUCTURES TORQUE STRUCTURAL ELEMENTS CODES STIFFNESS TIME HISTORY ANALYSIS RESPONSES...
Journal Articles
ULTIMATE LOAD BEHAVIOUR OF A FULL SCALE SPACE TRUSS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1980) 69 (1): 97–109.
Published: 01 March 1980
...LC SCHMIDT; K COGAN; PR MORGAN; AJ OMEAGHER © Thomas Telford and ICE 1980 MELBOURNE UNIVERSITY VICTORIA STATE ELECTRICITY COMMISSION ULTIMATE FULL SCALE ANALYSIS SQUARE FABRICATION INITIAL MONITORING LOSS STRUTS INELASTIC DUCTILITY DOUBLE COMPUTERS TYPE LOADS SPACE...
Journal Articles
Proceedings of the Institution of Civil Engineers (1973) 55 (4): 947–949.
Published: 01 December 1973
...PJ CLARK; LC SCHMIDT; RH BASSETT; G HOROSCHUNN; JB BRADSHAW © Thomas Telford and ICE 1973 MELBOURNE UNIVERSITY COMMONWEALTH WORKS DEPARTMENT PLATES CONTROL POTENTIAL REDUCTION RELEASE FRICTION DEVICES SLIP STRAIN TESTS LOADS APPLICATIONS JOINTS ENERGY 7557...
Journal Articles
Proceedings of the Institution of Civil Engineers (1967) 37 (3): 587–588.
Published: 01 July 1967
...M R HORNE; L K STEVENS © Thomas Telford and ICE 1967 MANCHESTER UNIVERSITY MELBOURNE UNIVERSITY ELASTIC MULTI STOREY FAILURES STABILITY FRAMES PLASTIC PRACTICAL LOADS Discussion on Paper No. 6955 * Elastic stability of practical multi-storey frames bY L. K. Stevens, PhD...
Journal Articles
ELASTIC STABILITY OF PRACTICAL MULTI - STOREY FRAMES.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1967) 36 (1): 99–117.
Published: 01 January 1967
...L K STEVENS © Thomas Telford and ICE 1967 MELBOURNE UNIVERSITY ELASTIC STABILITY PRACTICAL MULTI STOREY FRAMES FAILURES SIDESWAY ENERGY METHODS PREDICTION LOADS STRENGTH STIFFNESS BAYS PRIMARY RIGID JOINTS STEEL INSTABILITY For written discussion* Paper No. 6955...
Journal Articles
CONTROL OF STABILITY BY LIMITATION OF DEFORMATION.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1964) 28 (3): 275–294.
Published: 01 July 1964
... MELBOURNE UNIVERSITY © Thomas Telford and ICE 1964 ...
Journal Articles
Proceedings of the Institution of Civil Engineers (1963) 26 (1): 176–177.
Published: 01 September 1963
...A R GENT; D S MANSELL © Thomas Telford and ICE 1963 MELBOURNE UNIVERSITY DESIGN FRAMES STRUCTURES STRENGTH STABILITY DEFLECTION MATERIALS ELASTOPLASTIC TRUSSES RESTRAINT FAILURES LOADS Discussion on Paper No. 6577* The design of frame structures considering strength...
Journal Articles
DIRECT DESIGN BY LIMITING DEFORMATIONS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1960) 16 (3): 235–258.
Published: 01 July 1960
... be forwarded to reach the Institution before 15 September, 1960, and will be publishedin or after January 1961. Contributions should notexceed 1,200 words.-SEC. © Thomas Telford and ICE 1960 MELBOURNE UNIVERSITY DIRECT DESIGN LIMITING DEFORMATION METHODS STRUCTURAL LOADS CAPACITY...
Journal Articles
CARRYING CAPACITY OF MILD-STEEL ARCHES.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1957) 6 (3): 493–514.
Published: 01 March 1957
.... Contributions should not exceed1,200wordssEc. © Thomas Telford and ICE 1957 MELBOURNE UNIVERSITY CARRYING CAPACITY ARCHES STEEL MILD APPLICATIONS PLASTIC THEORY METHODS DESIGN FRAMES CHARACTERISTICS AXIAL FORCES ACTION MOMENTS RESISTANCE SECTIONS DEFORMATION BENDING CHANGE...
