Shear behaviour of reinforced concrete beams with confinement near plastic hinges

Magazine of Concrete Research

Volumn 60, Issue 9, 2008, Pages 665-672

  Jaafar, K ^a  

^a UNIVERSITY OF WOLLONGONG IN DUBAI   (United Arab Emirates)

Author keywords

[No Author keywords available]

Indexed keywords

CYCLIC BENDING; DESIGN LIVES; PLASTIC HINGES; REINFORCED CONCRETE BEAMS; RESIDUAL SHEAR STRENGTHS; RISK ZONES; SHEAR BEHAVIOURS; SPIRAL BINDINGS;

BUILDING MATERIALS; CONCRETE BEAMS AND GIRDERS; CONCRETE PRODUCTS; HINGES; REINFORCED CONCRETE; STRENGTH OF MATERIALS;

SHEAR STRENGTH;

EID: 58149502471     PISSN: 00249831     EISSN: None     Source Type: Journal    
DOI: 10.1680/macr.2008.60.9.665     Document Type: Conference Paper

References (8)

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3. JAAFAR K. and MORLEY C. T., Seismic behaviour of rectangular concrete beams with spirals near potential plastic hinges, In (G. LATINI and C. A. BREBBIA (eds)) Earthquake Resistant Engineering Structures IV. WIT Press, MA, USA, pp. 121-130.
4. BRITISH STANDARDS INSTITUTION. Structural Use of Concrete. Code of Practice for Design and Construction. BSI, London, 1997, BS 8110.
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7. ZIARA M., HALDANE D. and ATALLAH S. Flexural behavior of beams with confinement. ACI Structural Journal, 1995, 92, No. 1, 103-114.
8. TRIM R. An Investigation into the Development of Seismic Plastic Hinges in Beams. Fourth year project, University of Cambridge, 2001.