메뉴 건너뛰기




Volumn 18, Issue 4, 2002, Pages 581-600

Seismic design based on the yield displacement

Author keywords

[No Author keywords available]

Indexed keywords

BUILDING CODES; PARAMETER ESTIMATION; SHEAR STRENGTH; STRUCTURAL DESIGN; VIBRATIONS (MECHANICAL);

EID: 0036863362     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1516754     Document Type: Article
Times cited : (75)

References (23)
  • 2
    • 0004266560 scopus 로고    scopus 로고
    • Report No. ATC-40, Redwood City, CA, November
    • Applied Technology Council (ATC), 1996. Seismic Evaluation and Retrofit of Concrete Buildings, Volumes 1 and 2, Report No. ATC-40, Redwood City, CA, November.
    • (1996) Seismic Evaluation and Retrofit of Concrete Buildings , vol.1-2
  • 3
    • 0003783667 scopus 로고    scopus 로고
    • prepared for the Building Seismic Safety Council, published by the Federal Emergency Management Agency, FEMA 274, Washington, DC, October
    • ATC, 1997. NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings, prepared for the Building Seismic Safety Council, published by the Federal Emergency Management Agency, FEMA 274, Washington, DC, October.
    • (1997) NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings
  • 4
    • 0003749428 scopus 로고    scopus 로고
    • prepared for the Building Seismic Safety Council, published by the Federal Emergency Management Agency, FEMA 273, Washington, DC, October
    • ATC, 1997. NEHRP Guidelines for the Seismic Rehabilitation of Buildings, prepared for the Building Seismic Safety Council, published by the Federal Emergency Management Agency, FEMA 273, Washington, DC, October.
    • (1997) NEHRP Guidelines for the Seismic Rehabilitation of Buildings
  • 5
    • 0034187213 scopus 로고    scopus 로고
    • Yield point spectra for seismic design and rehabilitation
    • Aschheim, M., and Black, E., 2000. Yield Point Spectra for seismic design and rehabilitation, Earthquake Spectra 16 (2), 17-336.
    • (2000) Earthquake Spectra , vol.16 , Issue.2 , pp. 17-336
    • Aschheim, M.1    Black, E.2
  • 6
    • 0000091537 scopus 로고
    • The physical evaluation of seismic destructiveness
    • Benioff, H., 1934. The physical evaluation of seismic destructiveness, Bull. Seismol. Soc. Am. 24 (2), 398-403.
    • (1934) Bull. Seismol. Soc. Am. , vol.24 , Issue.2 , pp. 398-403
    • Benioff, H.1
  • 7
    • 0001261892 scopus 로고
    • A mechanical analyzer for the prediction of earthquake stresses
    • Biot, M.A., 1941. A mechanical analyzer for the prediction of earthquake stresses, Bull. Seismol. Soc. Am. 31 (2), 151-171.
    • (1941) Bull. Seismol. Soc. Am. , vol.31 , Issue.2 , pp. 151-171
    • Biot, M.A.1
  • 9
    • 0042328489 scopus 로고    scopus 로고
    • Capacity-demand-diagram methods based on inelastic design spectrum
    • Chopra, A.K., and Goel, R.K., 1999. Capacity-demand-diagram methods based on inelastic design spectrum, Earthquake Spectra 15 (4), 637-656.
    • (1999) Earthquake Spectra , vol.15 , Issue.4 , pp. 637-656
    • Chopra, A.K.1    Goel, R.K.2
  • 10
    • 0034187999 scopus 로고    scopus 로고
    • Building period formulas for estimating seismic displacements
    • Chopra, A.K., and Goel, R.K., 2000. 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
  • 12
    • 0032869823 scopus 로고    scopus 로고
    • Capacity spectrum method based on inelastic demand spectra
    • Fajfar, P., 1999. Capacity spectrum method based on inelastic demand spectra, Earthquake Eng. Struct. Dyn. 28, 979-993.
    • (1999) Earthquake Eng. Struct. Dyn. , vol.28 , pp. 979-993
    • Fajfar, P.1
  • 13
    • 85065454474 scopus 로고
    • Prediction of response of concrete buildings to severe earthquake motion
    • ACI Special Publication 55, American Concrete Institute, Detroit, MI
    • Freeman, S.A., 1978. Prediction of response of concrete buildings to severe earthquake motion, Douglas McHenry International Symposium on Concrete and Concrete Structures, ACI Special Publication 55, American Concrete Institute, Detroit, MI, 589-605.
    • (1978) Douglas McHenry International Symposium on Concrete and Concrete Structures , pp. 589-605
    • Freeman, S.A.1
  • 14
    • 0034187618 scopus 로고    scopus 로고
    • Adaptive spectra-based pushover procedure for seismic evaluation of structures
    • Gupta, B., and Kunnath, S.K., 2000. Adaptive spectra-based pushover procedure for seismic evaluation of structures, Earthquake Spectra 16 (2), 367-391.
    • (2000) Earthquake Spectra , vol.16 , Issue.2 , pp. 367-391
    • Gupta, B.1    Kunnath, S.K.2
  • 17
    • 0012074982 scopus 로고    scopus 로고
    • Uniform Building Code, Whittier, CA
    • ICBO, 1997. Uniform Building Code, Whittier, CA.
    • (1997) ICBO
  • 18
    • 0036498127 scopus 로고    scopus 로고
    • An estimation of displacement limits for ductile systems
    • Paulay, T., 2002. An estimation of displacement limits for ductile systems, Earthquake Eng. Struct. Dyn. 31, 583-599.
    • (2002) Earthquake Eng. Struct. Dyn. , vol.31 , pp. 583-599
    • Paulay, T.1
  • 20
    • 0032089438 scopus 로고    scopus 로고
    • Aspects of drift and ductility capacity of rectangular cantilever structural walls
    • Priestley, M.J.N., and Kowalsky, M.J., 1998. Aspects of drift and ductility capacity of rectangular cantilever structural walls, Bull. N. Z. Natl. Soc. Earthquake Eng. 31 (2), 73-85.
    • (1998) Bull. N. Z. Natl. Soc. Earthquake Eng. , vol.31 , Issue.2 , pp. 73-85
    • Priestley, M.J.N.1    Kowalsky, M.J.2
  • 22
    • 0012104150 scopus 로고    scopus 로고
    • Structural Engineers Association of California (SEAOC), Seismology Committee, 1999. Recommended Lateral Force Requirements and Commentary, Sacramento, CA
    • Structural Engineers Association of California (SEAOC), Seismology Committee, 1999. Recommended Lateral Force Requirements and Commentary, Sacramento, CA.


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.