메뉴 건너뛰기




Volumn 124, Issue 5, 1998, Pages 501-512

Passive control systems for seismic damage mitigation

Author keywords

[No Author keywords available]

Indexed keywords

CONTROL SYSTEM ANALYSIS; CONTROL SYSTEM SYNTHESIS; DAMPING; DEGREES OF FREEDOM (MECHANICS); DYNAMIC RESPONSE; ELASTOPLASTICITY; STRUCTURAL FRAMES; VISCOELASTICITY;

EID: 0032078450     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:5(501)     Document Type: Article
Times cited : (163)

References (31)
  • 1
    • 0004070014 scopus 로고
    • Earthquake simulator testing and analytical studies of two energy-absorbing systems for multi-story structures
    • Earthquake Engineering Research Center, University of California, Berkeley, Calif.
    • Aiken, I. D., and Kelly, J. M. (1990. "Earthquake simulator testing and analytical studies of two energy-absorbing systems for multi-story structures." EERC Rep. 90/03, Earthquake Engineering Research Center, University of California, Berkeley, Calif.
    • (1990) EERC Rep. 90/03
    • Aiken, I.D.1    Kelly, J.M.2
  • 9
    • 84889221601 scopus 로고
    • Analysis of recorded building data to verify or improve 1991 uniform building code period of vibration formulas
    • Strong Motion Implementation Program (SMIP), Sacramento, Calif.
    • Cole, E. E., Tokas, C. V., and Meehan, J. J. (1991). "Analysis of recorded building data to verify or improve 1991 uniform building code period of vibration formulas." Proc., Seminar on Seismological and Engrg. Implications of Recent Strong-Motion Data, Strong Motion Implementation Program (SMIP), Sacramento, Calif.
    • (1991) Proc., Seminar on Seismological and Engrg. Implications of Recent Strong-Motion Data
    • Cole, E.E.1    Tokas, C.V.2    Meehan, J.J.3
  • 10
    • 85034301329 scopus 로고
    • Earthquake Engineering Research Institute. (1993). Earthquake spectra, 9(3).
    • (1993) Earthquake Spectra , vol.9 , Issue.3
  • 11
    • 0032078518 scopus 로고    scopus 로고
    • Comparative study of frames using supplemental viscoelastic and viscous dampers
    • ASCE
    • Fu, Y., and Kasai, K. (1998). "Comparative study of frames using supplemental viscoelastic and viscous dampers," J. Struct. Engrg., ASCE, 124(5), 513-522.
    • (1998) J. Struct. Engrg. , vol.124 , Issue.5 , pp. 513-522
    • Fu, Y.1    Kasai, K.2
  • 13
    • 85034300523 scopus 로고
    • Inelastic response of reinforced concrete structures to earthquakes
    • Gulkan, P., and Sozen, M. A. (1974). "Inelastic response of reinforced concrete structures to earthquakes." ACI J., No. 71-41.
    • (1974) ACI J. , Issue.41-71
    • Gulkan, P.1    Sozen, M.A.2
  • 14
    • 0019043876 scopus 로고
    • Estimating inelastic response spectra from elastic spectra
    • Iwan, W. D. (1980). "Estimating inelastic response spectra from elastic spectra." Earthquake Engrg. and Struct. Dynamics, 8.
    • (1980) Earthquake Engrg. and Struct. Dynamics , pp. 8
    • Iwan, W.D.1
  • 15
    • 0018477808 scopus 로고
    • Estimating earthquake response of simple hysteretic structures
    • ASCE
    • Iwan, W. D., and Gates, N. C. (1979). "Estimating earthquake response of simple hysteretic structures." J. Engrg. Mech. Div., ASCE, 105(6) 391-405.
    • (1979) J. Engrg. Mech. Div. , vol.105 , Issue.6 , pp. 391-405
    • Iwan, W.D.1    Gates, N.C.2
  • 16
    • 0011133302 scopus 로고
    • Study on the damage tolerant structures
    • in Japanese
    • Iwata, M., Kawai, H., and Wada, A. (1995). "Study on the damage tolerant structures." AIJ J. Technol. Des., 1(12) (in Japanese).
    • (1995) AIJ J. Technol. Des. , vol.1 , Issue.12
    • Iwata, M.1    Kawai, H.2    Wada, A.3
  • 19
    • 0344747622 scopus 로고
    • Seismic analysis and design using VF-dampers
    • Architectural Ints. of Japan, Tokyo, Japan
    • Kasai, K., and Fu, Y. (1995). "Seismic analysis and design using VF-dampers." Proc., Symp. on New Dir. in Seismic Des., Architectural Ints. of Japan, Tokyo, Japan.
    • (1995) Proc., Symp. on New Dir. in Seismic Des.
    • Kasai, K.1    Fu, Y.2
  • 20
    • 85034292312 scopus 로고    scopus 로고
    • A static equivalent force design method for a damage free-building with viscoelastic dampers
    • Kasai, K., and Fu, Y. (1996). "A static equivalent force design method for a damage free-building with viscoelastic dampers." Proc., 11th WCEE.
    • (1996) Proc., 11th WCEE
    • Kasai, K.1    Fu, Y.2
  • 21
  • 22
    • 0345177811 scopus 로고    scopus 로고
    • Viscoelastic damper: A damper with linear or nonlinear material?
    • Acapulco, Mexico
    • Lai, M. L., Lu, P., Lunsford, D. A., Kasai, K., and Chang, K. C. (1996). "Viscoelastic damper: A damper with linear or nonlinear material?" Proc., 11th WCEE, Acapulco, Mexico.
    • (1996) Proc., 11th WCEE
    • Lai, M.L.1    Lu, P.2    Lunsford, D.A.3    Kasai, K.4    Chang, K.C.5
  • 24
    • 0031209895 scopus 로고    scopus 로고
    • Analysis of Northridge damaged thirteen-story welded steel moment frame building
    • Maison, B. F., and Kasai, K. (1997). "Analysis of Northridge damaged thirteen-story welded steel moment frame building." Earthquake Spectra, 13(3), 451-473.
    • (1997) Earthquake Spectra , vol.13 , Issue.3 , pp. 451-473
    • Maison, B.F.1    Kasai, K.2
  • 29
    • 0003900120 scopus 로고
    • Rep. No. 46, Building Practices for Disaster Mitigation, National Bureau of Standards, U.S. Department of Commerce, Washington, D.C.
    • Newmark, N. M., and Hall, W. J. (1973). "Seismic design criteria for nuclear reactor facilities." Rep. No. 46, Building Practices for Disaster Mitigation, National Bureau of Standards, U.S. Department of Commerce, Washington, D.C., 209-236.
    • (1973) Seismic Design Criteria for Nuclear Reactor Facilities , pp. 209-236
    • Newmark, N.M.1    Hall, W.J.2
  • 31
    • 0344946018 scopus 로고    scopus 로고
    • Some damage control criteria for a steel building with added hysteresis damper
    • Mexico
    • Watanabe, A., and Kasai, K. (1996). "Some damage control criteria for a steel building with added hysteresis damper." Proc., 11th WCEE, Mexico.
    • (1996) Proc., 11th WCEE
    • Watanabe, A.1    Kasai, K.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.