메뉴 건너뛰기




Volumn 133, Issue 9, 2007, Pages 1237-1246

Assessment of improved nonlinear static procedures in FEMA-440

Author keywords

Approximation methods; Drift; Frames; Performance characteristics; Seismic effects; Statistics

Indexed keywords

DEFORMATION; REINFORCED CONCRETE; SEISMIC RESPONSE; STATISTICS; STRENGTH OF MATERIALS; STRUCTURAL FRAMES;

EID: 34548103861     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2007)133:9(1237)     Document Type: Article
Times cited : (45)

References (19)
  • 1
    • 27344439815 scopus 로고    scopus 로고
    • Effect of peak ground velocity on deformation demands for SDOF systems
    • Akkar, S., and Özen, Ö. (2005). " Effect of peak ground velocity on deformation demands for SDOF systems.. " Earthquake Eng. Struct. Dyn., 34, 1551-1571.
    • (2005) Earthquake Eng. Struct. Dyn. , vol.34 , pp. 1551-1571
    • Akkar, S.1    Özen, Ö.2
  • 2
    • 12344261802 scopus 로고    scopus 로고
    • Statistical evaluation of approximate methods for estimating maximum deformation demands on existing structures
    • Akkar, S. D., and Miranda, E. (2005). " Statistical evaluation of approximate methods for estimating maximum deformation demands on existing structures.. " J. Struct. Eng., 131 (1), 160-172.
    • (2005) J. Struct. Eng. , vol.131 , Issue.1 , pp. 160-172
    • Akkar, S.D.1    Miranda, E.2
  • 4
    • 0004266560 scopus 로고    scopus 로고
    • Applied Technology Council (ATC). (ATC-40, Applied Technology Council, Redwood City, Calif.
    • Applied Technology Council (ATC). (1996). " Seismic evaluation and retrofit of concrete buildings.. " Rep. No. ATC-40, Applied Technology Council, Redwood City, Calif.
    • (1996) Seismic Evaluation and Retrofit of Concrete Buildings
  • 6
    • 8644235077 scopus 로고    scopus 로고
    • Characterization of forward directivity ground motions in the near-fault region
    • Bray, J. D., and Rodriguez-Marek, A. (2004). " Characterization of forward directivity ground motions in the near-fault region.. " Soil Dyn. Earthquake Eng., 24, 815-828.
    • (2004) Soil Dyn. Earthquake Eng. , vol.24 , pp. 815-828
    • Bray, J.D.1    Rodriguez-Marek, A.2
  • 7
    • 0003749428 scopus 로고    scopus 로고
    • Building Seismic Safety Council (BSSC). (FEMA-273 (Guidelines) and Re FEMA-274 (Commentary), Washington, D.C.
    • Building Seismic Safety Council (BSSC). (1997). " NEHRP guidelines for the seismic rehabilitation of buildings.. " Rep. FEMA-273 (Guidelines) and Rep. FEMA-274 (Commentary), Washington, D.C.
    • (1997) NEHRP Guidelines for the Seismic Rehabilitation of Buildings
  • 9
    • 1842780494 scopus 로고    scopus 로고
    • Inelastic deformation ratios for design and evaluation of structures: Single-degree-of-freedom bilinear systems
    • Chopra, A. K., and Chintanapakdee, C. (2004). " Inelastic deformation ratios for design and evaluation of structures: Single-degree-of- freedom bilinear systems.. " J. Struct. Eng., 130 (9), 1309-1319.
    • (2004) J. Struct. Eng. , vol.130 , Issue.9 , pp. 1309-1319
    • Chopra, A.K.1    Chintanapakdee, C.2
  • 10
    • 0034187999 scopus 로고    scopus 로고
    • Building period formulas for estimating seismic displacements
    • Chopra, A. K., and Goel, R. K. (2000a). " Building period formulas for estimating seismic displacements.. " Earthquake Spectra, 16 (2), 533-536.
    • (2000) Earthquake Spectra , vol.16 , Issue.2 , pp. 533-536
    • Chopra, A.K.1    Goel, R.K.2
  • 11
    • 0034172244 scopus 로고    scopus 로고
    • Evaluation of NSP to estimate seismic deformation: SDF systems
    • Chopra, A. K., and Goel, R. K. (2000b). " Evaluation of NSP to estimate seismic deformation: SDF systems.. " J. Struct. Eng., 126 (4), 482-490.
    • (2000) J. Struct. Eng. , vol.126 , Issue.4 , pp. 482-490
    • Chopra, A.K.1    Goel, R.K.2
  • 12
    • 3042587107 scopus 로고    scopus 로고
    • Comparing the adequacy of alternative ground motion intensity measures for the estimation of structural responses
    • Giovenale, P., Cornell, C. A., and Esteva, L. (2004). " Comparing the adequacy of alternative ground motion intensity measures for the estimation of structural responses.. " Earthquake Eng. Struct. Dyn., 33, 951-975.
    • (2004) Earthquake Eng. Struct. Dyn. , vol.33 , pp. 951-975
    • Giovenale, P.1    Cornell, C.A.2    Esteva, L.3
  • 13
    • 33645520035 scopus 로고    scopus 로고
    • Determining equivalent linear parameters for use in a capacity spectrum method of analysis
    • Guyader, A. C., and Iwan, W. D. (2006). " Determining equivalent linear parameters for use in a capacity spectrum method of analysis.. " J. Struct. Eng., 132 (1), 59-67.
    • (2006) J. Struct. Eng. , vol.132 , Issue.1 , pp. 59-67
    • Guyader, A.C.1    Iwan, W.D.2
  • 14
    • 33646193099 scopus 로고    scopus 로고
    • Seismic response assessment of a stiff structure
    • Kazaz,., Yakut, A., and Gülkan, P. (2006). " Seismic response assessment of a stiff structure.. " Earthquake Eng. Struct. Dyn., 35, 737-759.
    • (2006) Earthquake Eng. Struct. Dyn. , vol.35 , pp. 737-759
    • Kazaz, .1    Yakut, A.2    Gülkan, P.3
  • 15
    • 0000871625 scopus 로고
    • Flexural members with confined concrete
    • Kent, D. C., and Park, R. (1971). " Flexural members with confined concrete.. " J. Struct. Div., 97 (7), 1969-1990.
    • (1971) J. Struct. Div. , vol.97 , Issue.7 , pp. 1969-1990
    • Kent, D.C.1    Park, R.2
  • 17
    • 0003919447 scopus 로고    scopus 로고
    • Ph.D. thesis, Dept. of Civil and Environmental Engineering, Imperial College, London.
    • Mwafy, A. M. (2001). " Seismic performance of code designed RC buildings.. " Ph.D. thesis, Dept. of Civil and Environmental Engineering, Imperial College, London.
    • (2001) Seismic Performance of Code Designed RC Buildings
    • Mwafy, A.M.1
  • 18
    • 0038673890 scopus 로고    scopus 로고
    • Inelastic displacement ratios for evaluation of existing structures
    • Ruiz-García, J., and Miranda, E. (2003). " Inelastic displacement ratios for evaluation of existing structures.. " Earthquake Eng. Struct. Dyn., 32, 1237-1258.
    • (2003) Earthquake Eng. Struct. Dyn. , vol.32 , pp. 1237-1258
    • Ruiz-García, J.1    Miranda, E.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.