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Volumn 133, Issue 7, 2007, Pages 945-955

Conceptual seismic design of regular frames based on the concept of uniform damage

Author keywords

Conceptual design; Damage; Deformation; Frames; Inelastic action; Seismic design

Indexed keywords

DAMAGE; DRIFT RATIOS; INELASTIC ACTION; MOMENT-RESISTING FRAMES; SEISMIC CODES; STRUCTURAL DAMAGE;

EID: 34250628052     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2007)133:7(945)     Document Type: Article
Times cited : (28)

References (13)
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    • International Code Council (ICC). (Falls Church, Va.
    • International Code Council (ICC). (2006). International building code, Falls Church, Va.
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  • 4
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    • International Conference of Building Officials (ICBO). (Whittier, Calif.
    • International Conference of Building Officials (ICBO). (1997). Uniform building code, Whittier, Calif.
    • (1997) Uniform Building Code
  • 5
    • 0029416374 scopus 로고
    • Seismic overstrength in reinforced concrete frames
    • Jain, S. K., and Navin, R. (1995). " Seismic overstrength in reinforced concrete frames.. " J. Struct. Eng., 121 (3), 580-585.
    • (1995) J. Struct. Eng. , vol.121 , Issue.3 , pp. 580-585
    • Jain, S.K.1    Navin, R.2
  • 6
    • 34250678507 scopus 로고    scopus 로고
    • Prediction of seismic overstrength in concrete moment resisting frames using incremental static and dynamic analysis
    • Masumi, A., Tasnimi, A. A., and Saatchoglu, M. (2004). " Prediction of seismic overstrength in concrete moment resisting frames using incremental static and dynamic analysis.. " Proc., 13th World Conf. on Earthquake Engineering, Vancouver, B.C., Canada.
    • (2004) Proc., 13th World Conf. on Earthquake Engineering
    • Masumi, A.1    Tasnimi, A.A.2    Saatchoglu, M.3
  • 7
    • 34250629662 scopus 로고    scopus 로고
    • Story shear strength patterns for the performance based seismic design of regular frames
    • Medina, R. A. (2004). " Story shear strength patterns for the performance based seismic design of regular frames.. " ISET J. Earthquake Technol., 41 (1), 101-125.
    • (2004) ISET J. Earthquake Technol. , vol.41 , Issue.1 , pp. 101-125
    • Medina, R.A.1
  • 8
    • 20544472387 scopus 로고    scopus 로고
    • Strength demand issues relevant for the seismic design of moment-resisting frames
    • Medina, R. A., and Krawinkler, H. (2005). " Strength demand issues relevant for the seismic design of moment-resisting frames.. " Earthquake Spectra, 21 (2), 415-439.
    • (2005) Earthquake Spectra , vol.21 , Issue.2 , pp. 415-439
    • Medina, R.A.1    Krawinkler, H.2
  • 9
    • 84865859177 scopus 로고    scopus 로고
    • Lateral load patterns for the conceptual seismic design of frames exposed to near-fault ground motions
    • Park, K., and Medina, R. A. (2006). " Lateral load patterns for the conceptual seismic design of frames exposed to near-fault ground motions.. " Proc., 8th National Conf. of Earthquake Engineering, San Francisco.
    • (2006) Proc., 8th National Conf. of Earthquake Engineering
    • Park, K.1    Medina, R.A.2
  • 12
    • 5744252065 scopus 로고    scopus 로고
    • On the use of spectra to establish damage control in regular frames during global predesign
    • Teran-Gilmore, A. (2004). " On the use of spectra to establish damage control in regular frames during global predesign.. " Earthquake Spectra, 20 (3), 995-1020.
    • (2004) Earthquake Spectra , vol.20 , Issue.3 , pp. 995-1020
    • Teran-Gilmore, A.1
  • 13
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    • Establishing R (or Rw) and Cd factors for building seismic provisions
    • Uang, C. M. (1991). " Establishing R (or Rw) and Cd factors for building seismic provisions.. " J. Struct. Eng., 117 (1), 19-28.
    • (1991) J. Struct. Eng. , vol.117 , Issue.1 , pp. 19-28
    • Uang, C.M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.