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1-9 of 9
Keywords: UNIVERSAL
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Journal Articles
DESIGN OF BEAMS WITH PARTIAL END RESTRAINT.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1990) 89 (2): 163–181.
Published: 01 June 1990
...MA BRADFORD; BS 5950 © Thomas Telford and ICE 1990 NEW SOUTH WALES UNIVERSITY DESIGN BEAMS PARTIAL ENDS RESTRAINT FINITE ELEMENTS METHODS ANALYSIS ELASTIC DISTORTIONAL BUCKLING STUDIES STABILITY ISOLATED I SECTIONS SECTIONS THEORY MEMBERS GEOMETRY HOT ROLLED...
Journal Articles
Proceedings of the Institution of Civil Engineers (1984) 77 (4): 519–522.
Published: 01 December 1984
...SH CHUE; DIH BARR; COLEBROOK WHITE © Thomas Telford and ICE 1984 STRATHCLYDE UNIVERSITY FRICTION SKIN PIPES LAW UNIVERSAL EQUATIONS FLOW TURBULENT LAMINAR LOGARITHMIC Proc. Instn Ciu. Engrs, Part 2, 1984,77, Dec., 519-522 DISCUSSION O N TECHNICAL NOTE 399 A pipe...
Journal Articles
TECHNICAL NOTE. A PIPE SKIN FRICTION LAW OF UNIVERSAL APPLICABILITY.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1984) 77 (1): 43–48.
Published: 01 March 1984
...SH CHUE; REYNOLDS JURUTERA KONSULTANT PIPES SKIN FRICTION LAWS UNIVERSAL TURBULENT FLOW LAMINAR REGIMES TRANSITION COMPUTERS REYNOLDS NUMBERS APPLICATIONS © Thomas Telford and ICE 1984 Proc. Instn Ciu. Engrs, Part 2, 1984,77, Mar., 4 3 4 8 TECHNICAL NOTE 399 A pipe...
Journal Articles
TECHNICAL NOTE. DISCUSSION. WAVE RUNUP FORMULA OF UNIVERSAL APPLICABILITY.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1981) 71 (2): 635–636.
Published: 01 June 1981
...CR SHAH; SH CHUE © Thomas Telford and ICE 1981 WAVES UNIVERSAL ROUGHNESS LARGE MAGNITUDE RUN UP SLOPES STEEPNESS SMALL FORMULAE EFFECT SMOOTH EQUATIONS Proc. Instn Civ. Engrs, Part 2, 1981, 71,June, 635-636 TN 274 DISCUSSION Wave run-up formula of universal applicability S...
Journal Articles
TECHNICAL NOTE. WAVE RUN-UP FORMULA OF UNIVERSAL APPLICABILITY.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1980) 69 (4): 1035–1041.
Published: 01 December 1980
...SH CHUE MALAYA UNIVERSITY WAVES UNIVERSAL STEEPNESS RUN UP APPLICABILITY LARGE PREDICTION SLOPES FORMULAE LIMITING SMALL TSUNAMIS BEACHES Proc. Instn Ciu. Engrs, Part 2, 1980, 69, Dec., 1035-1041 TN 274 Wave run-up formula of universal applicability S. H. CHUE, BE, BSc, PhD...
Journal Articles
TECHNICAL NOTE. FURTHER THOUGHTS ON THE UNIVERSAL VELOCITY DISTRIBUTION LAWS FOR FLOW AT HIGH REYNOLDS NUMBER IN CIRCULAR PIPES.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1980) 69 (1): 185–189.
Published: 01 March 1980
...GD MATTHEW; T VON KARMAN; REYNOLDS; J NIKURADSE; L PRANDTL ABERDEEN UNIVERSITY UNIVERSAL LAWS REYNOLDS NUMBERS TURBULENT MIXING VELOCITY FLOW CIRCULAR DISTRIBUTION HIGH PIPES Proc. Insfn Cit.. Engrs, Part 2, 1980, 69, Mar., 185-189 TN 249 Furthtehroughotshne universal...
Journal Articles
TECHNICAL NOTE. UNIVERSAL WIND STRESS AND SURFACE ROUGHNESS LAWS AT THE AIR-SEA INTERFACE.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1978) 65 (4): 929–933.
Published: 01 December 1978
...SH CHUE Proc. Instn Cio. Engrs, Part 2, 1978, 65, Dec., 929-933 TN 202 Universal wind stress and surface roughness laws a t the air-sea interface S. H. CHUE, BE, BSc(Specia1). PhD' A wind stress lawcapable of givingthe wind stress coefficientat arbitrarywind speeds is proposed. This law is valid...
Journal Articles
GLADESVILLE BRIDGE.
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Proceedings of the Institution of Civil Engineers (1965) 30 (3): 489–530.
Published: 01 March 1965
... TRANSVERSE DIAPHRAGM UNIVERSAL STEEL HIGH TENSILE PILES SANDSTONE PRECAST UNITS CONSTRUCTION PROBLEMS METHODS PLANT PIERS ARTICULATION FOUNDATIONS DESIGN ABUTMENTS APPROACHES CASTING YARDS LAUNCHING ERECTION JOINTING JACKING SPANDRELS FINISHING WORKS GLADESVILLE PARRAMATTA...
Journal Articles
RESIDUAL STRESSES IN ROLLED I-SECTIONS.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1962) 23 (3): 361–378.
Published: 01 November 1962
...C JEZ GALA © Thomas Telford and ICE 1962 LJUBLJANA UNIVERSITY RESIDUAL STRESS ROLLED I SECTIONS COLUMNS UNIVERSAL SECTIONS DISTRIBUTION MAGNITUDE COOLING YIELD STRENGTH INFLUENCE TESTS STUBS EXPERIMENTS STRAIN CURVES THEORY LOADS REDUCTION SHANLEY BEHAVIOUR...
