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1-9 of 9
Keywords: IMPERFECTIONS
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Journal Articles
STABILITY DESIGN OF LONG PRECAST CONCRETE BEAMS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1999) 134 (2): 155–168.
Published: 01 May 1999
...T J STRATFORD; C J BURGOYNE; H P J TAYLOR; R V SOUTHWELL DESIGN STABILITY LONG PRECAST CONCRETE BEAMS EQUATIONS SIMPLE SIMPLY SUPPORTED TRANSPORTATION LIFTING FLEXIBLE BEARINGS LOADS CRITICAL ESTIMATING IMPERFECTIONS SUPPORTS LEVELNESS STRESS SECOND ORDER EFFECT IMPERFECT...
Journal Articles
LATERAL STABILITY OF LONG PRECAST CONCRETE BEAMS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1999) 134 (2): 169–180.
Published: 01 May 1999
... IMPERFECTIONS LOADS PLOTS BOWS HANGING TRANSPORT ROTATION BEHAVIOUR SIMPLE Lateral stability of long precast concrete beams Proc. Instn Civ. Engrs Structs & Bldgs, 1999, 124, May, 169±180 T. J. Stratford, BA, BEng, and C. J. Burgoyne, BA, MSc, CEng, MICE & Modern precast concrete bridge beams...
Journal Articles
DETERMINATION OF RESTRAINT FORCES FOR STEEL STRUTS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1998) 128 (3): 282–289.
Published: 01 August 1998
... of the strut, which incorporates the equivalent out of straightness imperfection, was solved and the results obtained show that the restraint force can exceed the 1% value depending on the location and stiffness of the restraint and the end conditions of the strut. Keywords: buildings, structures & design...
Journal Articles
TORSIONAL BUCKLING OF RING-STIFFENERS IN CYLINDRICAL SHELLS SUBJECTED TO EXTERNAL PRESSURE.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1994) 104 (2): 219–230.
Published: 01 May 1994
... CURVES IMPERFECTIONS SLENDERNESS SPACING MODELS WEBS FLANGES FLAT BARS EIGENVALUES Torsionalbuckling of ring-stiffeners in cylindrical shells subjected to external pressure L. A . Louca, MSc, DIC PhD, and J. E. Harding,PhD, DIC, CEng,FICE, FIStructE gi Bldgs, 1994,104, May.219-230 Structural...
Journal Articles
STRUCTURAL DEFICIENCIES OF NATURAL DRAUGHT COOLING TOWERS AT UK POWER STATIONS. PART 1: FAILURES AT FERRYBRIDGE AND FIDDLERS FERRY.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1994) 104 (1): 1–10.
Published: 01 February 1994
...R A POPE © Thomas Telford and ICE 1994 NATIONAL POWER POWER STATIONS DEFICIENCIES STRUCTURAL COOLING TOWERS NATURAL DRAUGHT FAILURES COLLAPSE WIND LOADING LOADS SHELLS DYNAMIC RESPONSES STRESS TURBULENCE INCIDENT STRUCTURES DESIGN RESEARCH IMPERFECTIONS...
Journal Articles
STRUCTURAL DEFICIENCIES OF NATURAL DRAUGHT COOLING TOWERS AT UK POWER STATIONS. PART 2: SURVEYING AND STRUCTURAL APPRAISAL.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1994) 104 (1): 11–23.
Published: 01 February 1994
... ASSESSMENT METHODS SHAPE IMPERFECTIONS CIRCUMFERENTIAL DEFORMATION BUCKLING STABILITY FINITE ELEMENTS WIND LOADS WATER REINFORCED CONCRETE WEST BURTON RATCLIFFE UK Structural deficienciesof natural draught cooling towersat UK power stations Part 2: surveying and structural...
Journal Articles
BEHAVIOUR OF A WEB PLATE IN SHEAR WITH AN INTERMEDIATE STIFFENER.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1993) 99 (3): 327–344.
Published: 01 August 1993
... SLENDERNESS PANELS CODES STIFFENED FLEXURAL STIFFNESS IMPERFECTIONS CONVERGENCE RESISTANCE Behaviour of a web plate inshear with R o c . Insh Civ. Engrs Siructs & an intermediate stiffener Bfdgs. 1993,99, Aug.. 327-344 c.G.S. Stanway, BE, PhD C h a p m a n , PhD, FEng,FCGI, FICE,FRINA, FIStrwtE...
Journal Articles
APPLICATION OF YOUNG'S BUCKLING EQUATION TO DESIGN AGAINST TORSIONAL BUCKLING.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1993) 99 (3): 359–369.
Published: 01 August 1993
...J C CHAPMAN; D BUHAGIAR; T YOUNG; J PERRY © Thomas Telford and ICE 1993 IMPERIAL COLLEGE CHAPMAN & DOWLING MALTA UNIVERSITY BUCKLING EQUATIONS DESIGN TORSIONAL STRUTS FLEXURAL STRESS DISTRIBUTION DISPLACEMENT METHODS CALCULATIONS SPREADSHEETS BIAXIAL IMPERFECTIONS...
Journal Articles
A SIMPLY SUPPORTED IMPERFECT COLUMN WITH A TRANSVERSE ELASTIC RESTRAINT AT ANY POSITION. PART 2: DESIGN MODELS. (WINNER OF 1993 BILL CURTIN MEDAL).,
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1992) 94 (2): 217–228.
Published: 01 May 1992
...G S STANWAY; J C CHAPMAN; P J DOWLING; W G CURTIN © Thomas Telford and ICE 1992 IMPERIAL COLLEGE SIMPLE SUPPORTED IMPERFECT COLUMNS FORMULATION SIMPLIFIED MODELS DESIGN TRANSVERSE ELASTIC RESTRAINT SUPPORTS REACTIONS EFFECT SPANS RATIOS STIFFNESS IMPERFECTIONS...
