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1-6 of 6
Keywords: biaxial
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Journal Articles
Cyclic biaxial stress–strain curves of masonry: a generalised approach
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2001) 146 (2): 141–145.
Published: 01 May 2001
...M. M. AlShebani; S. N. Sinha Deformation characteristics of brick masonry under cyclic compression can provide vital information regarding material ductility, stiffness degradation and energy dissipation capacity. Cyclic biaxial compressions of five principal stress ratios were applied to half...
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
A SIMPLE BIAXIAL TANGENT CONSTITUTIVE MODEL FOR CONCRETE UNDER STATIC MONOTONIC LOADING ONLY. TECHNICAL NOTE. DISCUSSION.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1994) 104 (3): 361.
Published: 01 August 1994
...Z LIN; M RAOOF; M Y H BANGASH © Thomas Telford and ICE 1994 WARD & COLE CONCRETE SIMPLE BIAXIAL TANGENTS CONSTITUTIVE MODELS STATIC MONOTONIC LOADING LOADS STIFFNESS HYPOELASTIC MODULUS A simple biaxial tangent constitutive model for concrete under static monotonic...
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 SIMPLE BIAXIAL TANGENT CONSTITUTIVE MODEL FOR CONCRETE UNDER STATIC MONOTONIC LOADING ONLY. TECHNICAL NOTE.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1993) 99 (1): 49–54.
Published: 01 February 1993
...Z LIN; M RAOOF A simple biaxial tangent constitutive model for concrete under static monotonic loading only Z. Lin, BSc, MSc, and M.Raoof,PhD, DIC Proc. Instn Civ. Engrs Sbucts & Bldgs, 1993, 99, Feb., 49-54 Technical Note590 M A loading-rate independentconstitutive model for plainconcrete...
Journal Articles
RESEARCH IN CHINA ON THE STIFFNESS AND CRACKING CHARACTERISTICS OF CONCRETE MEMBERS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1992) 94 (2): 171–178.
Published: 01 May 1992
...D DAJUN; DING DAJUN © Thomas Telford and ICE 1992 NANJING TECHNOLOGY INSTITUTE RESEARCH STIFFNESS CRACKING CHARACTERISTICS CONCRETE MEMBERS CRACKS WIDTH BEAMS LOADS BENDING UNIAXIAL BIAXIAL ECCENTRIC FORCES TENSION COMPRESSION CALCULATIONS COEFFICIENTS SHORT TERM...
