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Keywords: VALUE
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Journal Articles
MOHR APPROACH TO PREDICTION OF BEAM SHEAR STRENGTH.
Available to PurchaseM E RUDDLE, G I B RANKIN, A E L LONG, MOHR, MOHR COULOMB, GURALNICK, ZSUTTY, PRUIJSSERS, BS 8110, ACI 318, ACI 318 95
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1999) 134 (4): 363–372.
Published: 01 November 1999
... ULTIMATE REINFORCED CONCRETE FAILURES CRITERION INTERACTION RELATIONSHIPS LIMITING VALUE STRESS NORMAL COMPRESSION ZONES T BEAMS HIGH HIGH STRENGTH CONTINUOUS PROPERTIES LOADS TESTS RATIOS SLENDERNESS CODES PRACTICE BIAXIAL ELASTIC DISTRIBUTION BEHAVIOUR FLEXURE RESISTANCE...
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
...F A N AL SHAWI; BS 5950; EUROCODE 3 Determination of restraint forces for Proc. Instn Civ. Engrs Structs & steel struts Bldgs, 1998, 128, Aug., 282 289 F. A. N. Al-Shawi, BEng, PhD Paper 11592 In design, it is generally assumed that the restraint force for struts has a constant value, regardless...
Journal Articles
ROBUST SAFETY FORMATS FOR STRUCTURAL DESIGN.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1997) 122 (1): 83–91.
Published: 01 February 1997
... VARIABLES NORMAL COMBINATIONS MULTIPLE VALUE Robust safety formats for structural design W. Manners, BA, PhD, DIC, CEng, MICE, MIStructE Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 122, Feb., 83 91 Paper 10813 s Design rules in codes of practice have to be formulated in ways that are straightfor...
Journal Articles
NONLINEAR FINITE-ELEMENT ANALYSIS OF COMPOSITE FRAMES. TECHNICAL NOTE.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1996) 116 (2): 244–247.
Published: 01 May 1996
... PREDICTION VALUE TESTS STEEL FULL RANGE COLUMNS BEAMS MODELLING MODELS HOGGING MOMENTS LOADS ANALYSIS OF COMPOSITEFRAMES defined for equation (l),except that here they are referred to the hogging moment region. In determining Myand Mu,the contribution of the rebars should be included. Z...
Journal Articles
AN APPRAISAL OF THE DESIGN RULES IN EUROCODE 3 FOR BOLTED END-PLATE JOINTS BY COMPARISON WITH EXPERIMENTAL RESULTS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1996) 116 (2): 221–234.
Published: 01 May 1996
... VALUE FRAMES BEAMS COLUMNS FLANGES SEMI CONTINUOUS STEEL BOLTS FAILURES STRENGTH RIGIDITY DUCTILITY WEBS BUCKLING An appraisal of the design rulesin Eurocode 3 for bolted endlplate joints by comparisonwith experimental B. Bose, BSc(Eng), PhD, CEng, MIStructE,G. K. Youngson, BEng and 2.M...
Journal Articles
ESTIMATION OF DAMPING IN SUSPENSION BRIDGES.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1994) 104 (4): 401–415.
Published: 01 November 1994
...J M W BROWNJOHN © Thomas Telford and ICE 1994 NANYANG TECHNOLOGICAL UNIVERSITY SINGAPORE BRIDGES SUSPENSION DAMPING ESTIMATION MEASUREMENT DATA STRUCTURES ENERGY DISSIPATION VALUE DYNAMIC ANALYSIS STRUCTURAL HYSTERESIS FRICTION STICTION TOWERS PIERS AERODYNAMICS...
