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Volumn 28, Issue 4, 2001, Pages 640-655

Inelastic seismic response of concrete shear walls considering P-delta effects

Author keywords

Dynamic shear force amplification; Flexural wall; Higher mode effects; Inelastic response; National Building Code of Canada; P delta effects; Seismic; Stability coefficient

Indexed keywords

BENDING MOMENTS; BENDING STRENGTH; DEFORMATION; DUCTILITY; EARTHQUAKE RESISTANCE; SHEAR STRENGTH;

EID: 0034741851     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/cjce-28-4-640     Document Type: Article
Times cited : (27)

References (37)
  • 24
    • 67049136991 scopus 로고
    • Inertia forces over height of reinforced concrete walls during earthquakes
    • Reinforced concrete structures subjected to wind and earthquake forces. ACI Publication SP-63, American Concrete Institute, Detroit, Mich.
    • (1980) , pp. 173-196
    • Iqbal, M.1    Derecho, A.T.2
  • 36
    • 0002481350 scopus 로고    scopus 로고
    • Effects of viscous damping models, hysteretic models and ground motion characteristics on seismic P-delta strength amplification factors
    • Stability and ductility of steel structures. Edited by T. Usami and Y. Itoh. Elsevier Science Ltd., Oxford, U.K.
    • (1998) , pp. 103-118
    • Tremblay, R.1    Duval, C.2    Léger, P.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.