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Volumn 12, Issue 7, 2008, Pages 1105-1119

Analytical collapse study of lightly confined reinforced concrete frames subjected to northridge earthquake ground motions

Author keywords

Axial; Collapse; Columns; Concrete; Frame; Shear

Indexed keywords

BUILDING MATERIALS; BUILDINGS; COLUMNS (STRUCTURAL); COMPOSITE BEAMS AND GIRDERS; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; DYNAMIC ANALYSIS; DYNAMIC RESPONSE; EARTHQUAKES; FAILURE ANALYSIS; QUALITY ASSURANCE; REINFORCED CONCRETE; SEISMOLOGY; SENSITIVITY ANALYSIS;

EID: 53349161760     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632460802003165     Document Type: Article
Times cited : (24)

References (12)
  • 1
    • 9444261838 scopus 로고    scopus 로고
    • Shake table tests and analytical studies on the gravity load collapse of reinforced concrete frames,
    • Doctoral Dissertation, University of California, Berkeley
    • Elwood, K. [2002] "Shake table tests and analytical studies on the gravity load collapse of reinforced concrete frames," Doctoral Dissertation, University of California, Berkeley.
    • (2002)
    • Elwood, K.1
  • 2
    • 10944265635 scopus 로고    scopus 로고
    • Drift capacity of reinforced concrete columns with light transverse reinforcement
    • Earthquake Engineering Research Institute
    • Elwood, K. and Moehle, J. [2005a] "Drift capacity of reinforced concrete columns with light transverse reinforcement," Earthquake Spectra, Earthquake Engineering Research Institute, 21(1), 71-89.
    • (2005) Earthquake Spectra , vol.21 , Issue.1 , pp. 71-89
    • Elwood, K.1    Moehle, J.2
  • 3
    • 22944459536 scopus 로고    scopus 로고
    • Axial capacity model for shear-damaged columns
    • American Concrete Institute
    • Elwood, K. and Moehle, J. [2005b] "Axial capacity model for shear-damaged columns," Structural Journal, American Concrete Institute, 102(4), 578-587.
    • (2005) Structural Journal , vol.102 , Issue.4 , pp. 578-587
    • Elwood, K.1    Moehle, J.2
  • 4
    • 53349128757 scopus 로고    scopus 로고
    • FEMA 356 [2000] Prestandard and commentary for the seismic rehabilitation of buildings, Federal Emergency Management Agency, Washington, D.C.
    • FEMA 356 [2000] "Prestandard and commentary for the seismic rehabilitation of buildings," Federal Emergency Management Agency, Washington, D.C.
  • 6
    • 0003826055 scopus 로고    scopus 로고
    • ICC, International Code Council, Falls Church, VA
    • ICC [2003] "International Building Code," International Code Council, Falls Church, VA.
    • (2003) International Building Code
  • 7
    • 0001205079 scopus 로고
    • Behavior of concrete under compressive loadings
    • Karsan, I. D. and Jirsa, J. O. [1969] "Behavior of concrete under compressive loadings," Journal of the Structural Division, ASCE, 95(ST12), 2543-2564.
    • (1969) Journal of the Structural Division, ASCE , vol.95 , Issue.ST12 , pp. 2543-2564
    • Karsan, I.D.1    Jirsa, J.O.2
  • 8
  • 10
    • 53349090857 scopus 로고    scopus 로고
    • edu, Pacific Earthquake Engineering Research Center, University of California, Berkeley
    • edu, Pacific Earthquake Engineering Research Center, University of California, Berkeley.
  • 11
    • 0033321188 scopus 로고    scopus 로고
    • RC building damage statistics and SDF response with design seismic forces
    • Earthquake Engineering Research Institute
    • Otani, S. [1999] "RC building damage statistics and SDF response with design seismic forces," Earthquake Spectra, Earthquake Engineering Research Institute, 15(3), 485-501.
    • (1999) Earthquake Spectra , vol.15 , Issue.3 , pp. 485-501
    • Otani, S.1
  • 12
    • 13844275593 scopus 로고    scopus 로고
    • Shear strength model for lightly reinforced concrete columns
    • Sezen, H. and Moehle, J. P. [2004] "Shear strength model for lightly reinforced concrete columns," Journal of Structural Engineering, ASCE, 130(1), 1692-1703.
    • (2004) Journal of Structural Engineering, ASCE , vol.130 , Issue.1 , pp. 1692-1703
    • Sezen, H.1    Moehle, J.P.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.