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Volumn 27, Issue 6, 2005, Pages 951-962

Seismic behaviors of columns in ordinary and intermediate moment resisting concrete frames

Author keywords

Columns; Reinforcement details; Seismic behavior; Seismic design

Indexed keywords

REINFORCEMENT; SEISMOLOGY; STRUCTURAL DESIGN;

EID: 18144367276     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2005.01.012     Document Type: Article
Times cited : (27)

References (11)
  • 1
    • 0003600382 scopus 로고
    • Building code requirements for reinforced concrete
    • American Concrete Institute ACI 318-95, 99, 02, Detroit, Michigan 2002
    • American Concrete Institute Building code requirements for reinforced concrete, ACI 318-95, 99, 02, Detroit, Michigan, 1995, 1999, 2002
    • (1995)
  • 2
    • 84867688426 scopus 로고    scopus 로고
    • International conference on building officials
    • Uniform Building Code (UBC)
    • Uniform Building Code (UBC) International conference on building officials 1997
    • (1997)
  • 3
    • 0003653607 scopus 로고
    • NEHRP recommended provisions for the development of seismic regulation for new buildings, Part 1 and 2, provisions and commentary
    • Building Seismic Safety Council Washington, DC: FEMA
    • Building Seismic Safety Council NEHRP recommended provisions for the development of seismic regulation for new buildings, Part 1 and 2, provisions and commentary, Washington, DC: FEMA; 1994, 1997
    • (1994)
  • 4
    • 18144389153 scopus 로고    scopus 로고
    • Notes on ACI 318-99, 02 building code requirements for structural concrete
    • Portland Cement Association Skokie, Illinois
    • Portland Cement Association Notes on ACI 318-99, 02 building code requirements for structural concrete, Skokie, Illinois, 1999, 2002
    • (1999)
  • 5
    • 18144416283 scopus 로고    scopus 로고
    • Computers and Structures Inc SAP2000
    • Computers and Structures Inc SAP2000, 1997
    • (1997)
  • 6
    • 18144429183 scopus 로고    scopus 로고
    • Seismic performance evaluation of ordinary moment resisting concrete frames
    • SRS No. 633, Urbana, Illinois November
    • Han SW, Kwon OS, Lee L-H, Foutch DA Seismic performance evaluation of ordinary moment resisting concrete frames. SRS No. 633, Urbana, Illinois; 2002 November
    • (2002)
    • Han, S.W.1    Kwon, O.S.2    Lee, L.-H.3    Foutch, D.A.4
  • 7
    • 2342648790 scopus 로고    scopus 로고
    • Evaluation of the seismic performance of a three-story ordinary moment resisting concrete frame
    • Wiely and Sons
    • S.W. Han O.S. Kwon L.-H. Lee Evaluation of the seismic performance of a three-story ordinary moment resisting concrete frame Earthquake engineering and structural dynamics vol. 33 2004 Wiely and Sons 669-685
    • (2004) Earthquake Engineering and Structural Dynamics , vol.33 , pp. 669-685
    • Han, S.W.1    Kwon, O.S.2    Lee, L.-H.3
  • 8
    • 18144392414 scopus 로고    scopus 로고
    • BOCA, ICBO, SBCCI International Building Code
    • BOCA, ICBO, SBCCI International Building Code. 2000
    • (2000)
  • 9
    • 0036467551 scopus 로고    scopus 로고
    • Effect of masonry infills on seismic performance of a 3-storey RC frame with non-seismic detailing
    • Wiely and Sons
    • H.-S. Lee S.-W. Woo Effect of masonry infills on seismic performance of a 3-storey RC frame with non-seismic detailing Earthquake engineering and structural dynamics vol. 31 2002 Wiely and Sons 353-378
    • (2002) Earthquake Engineering and Structural Dynamics , vol.31 , pp. 353-378
    • Lee, H.-S.1    Woo, S.-W.2
  • 10
    • 0028498212 scopus 로고
    • Seismic resistance of reinforced concrete frame structures designed only for gravity loads: Experimental performance of subassemblages
    • L.E. Aycardi J.B. Mander A.M. Reinhorn Seismic resistance of reinforced concrete frame structures designed only for gravity loads: Experimental performance of subassemblages Structural Journal American Concrete Institute 91 1994 552-563
    • (1994) Structural Journal American Concrete Institute , vol.91 , pp. 552-563
    • Aycardi, L.E.1    Mander, J.B.2    Reinhorn, A.M.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.