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Volumn 36, Issue 15, 2007, Pages 2345-2363

Prediction of the force-drift envelope for RC columns in flexure by the CAE method

Author keywords

CAE method; Deformation capacity; Effective yield drift; Non parametric method; Reinforced concrete column; Ultimate drift

Indexed keywords

COMPRESSIVE STRENGTH; DUCTILITY; MATHEMATICAL MODELS; REINFORCED CONCRETE; STRENGTH OF MATERIALS; STRUCTURAL LOADS;

EID: 36749027175     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.735     Document Type: Article
Times cited : (13)

References (15)
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  • 6
    • 0035297199 scopus 로고    scopus 로고
    • Deformations of reinforced concrete members at yielding and ultimate
    • Panagiotakos TB, Fardis MN. Deformations of reinforced concrete members at yielding and ultimate. ACI Structural Journal 2001; 98(2):135-148.
    • (2001) ACI Structural Journal , vol.98 , Issue.2 , pp. 135-148
    • Panagiotakos, T.B.1    Fardis, M.N.2
  • 7
    • 85009296550 scopus 로고    scopus 로고
    • Fardis MN, Biskins DE. Deformation capacity of RC members, as controlled by flexure or shear. In Performance-based Engineering for Earthquake Resistant Reinforced Concrete Structures, Kabeyasawa T, Shiohara H (eds). A Honoring Shunsuke Otani, University of Tokyo: Tokyo, 2003; 511-530.
    • Fardis MN, Biskins DE. Deformation capacity of RC members, as controlled by flexure or shear. In Performance-based Engineering for Earthquake Resistant Reinforced Concrete Structures, Kabeyasawa T, Shiohara H (eds). A Volume Honoring Shunsuke Otani, University of Tokyo: Tokyo, 2003; 511-530.
  • 8
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    • University of Washington, University of Washington, last accessed February
    • University of Washington. The UW-PEER Reinforced Concrete Column Test Database, University of Washington, http://www.ce.washington.edu/ ~peera1/, last accessed February 2007.
    • (2007) The UW-PEER Reinforced Concrete Column Test Database
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    • Eurocode 2: Design of concrete structures. Part 1: General rules and rules for buildings
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    • FEMA 356. Prestandard and Commentary for the Seismic Rehabilitation of Buildings. Federal Emergency Management Agency, Washington, DC, 2000.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.