메뉴 건너뛰기




Volumn 26, Issue 5, 1999, Pages 606-617

Seismic performance of ductile medium height reinforced concrete frame buildings designed in accordance with the provisions of the 1995 National Building Code of Canada

Author keywords

Building; Code; Design; Ductile; Frames; Performance; Reinforced concrete; Seismic

Indexed keywords

BUILDING CODES; DUCTILITY; EARTHQUAKE RESISTANCE; REINFORCED CONCRETE; STRUCTURAL DESIGN;

EID: 0033393052     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/l99-020     Document Type: Article
Times cited : (4)

References (20)
  • 2
    • 0004057775 scopus 로고
    • National Research Council of Canada, Ottawa, Ont.
    • Associate Committee on the National Building Code. 1995. National building code of Canada 1995. National Research Council of Canada, Ottawa, Ont.
    • (1995) National Building Code of Canada 1995
  • 3
    • 0003514257 scopus 로고
    • CSA Standard A23.3-94, Canadian Standards Association, Rexdale, Ont.
    • CSA. 1994. Design of concrete structures. CSA Standard A23.3-94, Canadian Standards Association, Rexdale, Ont.
    • (1994) Design of Concrete Structures
  • 4
    • 0028495630 scopus 로고
    • Seismic performance of code-designed fiber reinforced concrete joints
    • Filiatrault, A., Ladicani, K., and Massicotte, B. 1994. Seismic performance of code-designed fiber reinforced concrete joints. ACI Structural Journal, 91: 564-571.
    • (1994) ACI Structural Journal , vol.91 , pp. 564-571
    • Filiatrault, A.1    Ladicani, K.2    Massicotte, B.3
  • 5
    • 0029361072 scopus 로고
    • Seismic behaviour of steel-fiber reinforced concrete interior beam-column joints
    • Filiatrault, A., Pineau, S., and Houde, J. 1995. Seismic behaviour of steel-fiber reinforced concrete interior beam-column joints. ACI Structural Journal, 92: 543-552.
    • (1995) ACI Structural Journal , vol.92 , pp. 543-552
    • Filiatrault, A.1    Pineau, S.2    Houde, J.3
  • 8
    • 0030824082 scopus 로고    scopus 로고
    • Seismic level of protection for building structures
    • Heidebrecht, A.C. 1997. Seismic level of protection for building structures. Canadian Journal of Civil Engneering, 24: 20-33.
    • (1997) Canadian Journal of Civil Engneering , vol.24 , pp. 20-33
    • Heidebrecht, A.C.1
  • 11
    • 0343383350 scopus 로고    scopus 로고
    • Seismic level of protection of medium height reinforced concrete frame structures: Design of frames
    • Department of Civil Engineering, McMaster University, Hamilton, Ont.
    • Naumoski, N., and Heidebrecht, A.C. 1997. Seismic level of protection of medium height reinforced concrete frame structures: design of frames. EERG Report 97-1, Department of Civil Engineering, McMaster University, Hamilton, Ont.
    • (1997) EERG Report 97-1
    • Naumoski, N.1    Heidebrecht, A.C.2
  • 12
    • 0343383350 scopus 로고    scopus 로고
    • Seismic level of protection of medium height reinforced concrete frame structures: Member properties for seismic analysis
    • Department of Civil Engineering, McMaster University, Hamilton, Ont.
    • Naumoski, N., and Heidebrecht, A.C. 1998a. Seismic level of protection of medium height reinforced concrete frame structures: member properties for seismic analysis. EERG Report 98-1, Department of Civil Engineering, McMaster University, Hamilton, Ont.
    • (1998) EERG Report 98-1
    • Naumoski, N.1    Heidebrecht, A.C.2
  • 13
    • 0343383350 scopus 로고    scopus 로고
    • Seismic level of protection of medium height reinforced concrete frame structures: Modelling and analysis
    • Department of Civil Engineering, McMaster University, Hamilton, Ont.
    • Naumoski, N., and Heidebrecht, A.C. 1998b. Seismic level of protection of medium height reinforced concrete frame structures: modelling and analysis. EERG Report 98-2, Department of Civil Engineering, McMaster University, Hamilton, Ont.
    • (1998) EERG Report 98-2
    • Naumoski, N.1    Heidebrecht, A.C.2
  • 14
    • 0004069144 scopus 로고
    • Representative ensembles of strong motion earthquake records
    • Department of Civil Engineering, McMaster University, Hamilton, Ont.
    • Naumoski, N., Heidebrecht, A.C., and Rutenberg, A.V. 1993. Representative ensembles of strong motion earthquake records. EERG Report 93-1, Department of Civil Engineering, McMaster University, Hamilton, Ont.
    • (1993) EERG Report 93-1
    • Naumoski, N.1    Heidebrecht, A.C.2    Rutenberg, A.V.3
  • 16
    • 0342513760 scopus 로고
    • Evaluation of seismic performance of concrete frame structures in Canada
    • Department of Civil Engineering and Applied Mechanics, McGill University, Montreal, Que.
    • Paultre, P., and Mitchell, D. 1987. Evaluation of seismic performance of concrete frame structures in Canada. Structural Engineering Series Report No. 87-4, Department of Civil Engineering and Applied Mechanics, McGill University, Montreal, Que.
    • (1987) Structural Engineering Series Report No. 87-4
    • Paultre, P.1    Mitchell, D.2
  • 17
    • 26744471842 scopus 로고
    • Code of practice for general structural design and design loadings for buildings
    • Wellington, New Zealand
    • Standards New Zealand. 1992. Code of practice for general structural design and design loadings for buildings. Vol. 1: Code of practice; Vol. 2: Commentary. Wellington, New Zealand.
    • (1992) Vol. 1: Code of Practice; Vol. 2: Commentary , vol.1-2
  • 19
    • 0003579570 scopus 로고
    • Structural Engineers Association of California (SEAOC), San Francisco, Calif.
    • Vision 2000 Committee. 1995. Performance based seismic engineering of buildings. Structural Engineers Association of California (SEAOC), San Francisco, Calif.
    • (1995) Performance Based Seismic Engineering of Buildings
  • 20
    • 0028590771 scopus 로고
    • Simulated seismic load tests on reinforced concrete columns
    • Watson, S., and Park, R. 1994. Simulated seismic load tests on reinforced concrete columns. ASCE Journal of Structural Engineering, 120: 1825-1849.
    • (1994) ASCE Journal of Structural Engineering , vol.120 , pp. 1825-1849
    • Watson, S.1    Park, R.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.