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Volumn 82, Issue 2-3, 2004, Pages 121-130

Drift based damage functions for reinforced concrete columns

Author keywords

Column; Damage curves; Damage index; Drift ratio; Reinforced concrete; Vulnerability

Indexed keywords

COLUMNS (STRUCTURAL); DEGRADATION; DUCTILITY; EARTHQUAKES; FINITE ELEMENT METHOD; LOADS (FORCES); NUMERICAL METHODS; PERFORMANCE; SEISMIC WAVES; STIFFNESS;

EID: 0347355138     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2003.10.003     Document Type: Article
Times cited : (59)

References (14)
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  • 3
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  • 6
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    • Priestly M.J.N., Kowalsky M.J. Aspects of drift and ductility capacity of rectangular cantilever structural walls. Bull. New Zealand Nat. Soc. Earthquake Eng. 31(6):1998;73-85.
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  • 7
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  • 10
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  • 11
    • 0347610126 scopus 로고    scopus 로고
    • Drift capacity of rectangular reinforced concrete columns with low lateral confinement and high axial load
    • Lam S.S.E., Wu B., Wong Y.L., Wang Z.Y., Liu Z.Q., Li C.S. Drift capacity of rectangular reinforced concrete columns with low lateral confinement and high axial load. ASCE J. Struct. Eng. 129:2003;733-742.
    • (2003) ASCE J. Struct. Eng. , vol.129 , pp. 733-742
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  • 12
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  • 14
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    • Sozen, M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.