메뉴 건너뛰기




Volumn 129, Issue 6, 2003, Pages 597-606

Earthquake response of elastic single-degree-of-freedom systems with nonlinear viscoelastic dampers

Author keywords

Damping; Degrees of freedom; Earthquakes; Seismic response

Indexed keywords

DAMPING; DEFORMATION; DEGREES OF FREEDOM (MECHANICS); STIFFNESS; VISCOELASTICITY;

EID: 0038008207     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2003)129:6(597)     Document Type: Article
Times cited : (37)

References (21)
  • 2
    • 0030409718 scopus 로고    scopus 로고
    • Seismic isolation design of the San Bernardino county medical center replacement project
    • Asher, J. W., Young, R. P., and Ewing, R. D. (1996). "Seismic isolation design of the San Bernardino county medical center replacement project." J. Struct. Design Tall Build., 5, 265-279.
    • (1996) J. Struct. Design Tall Build. , vol.5 , pp. 265-279
    • Asher, J.W.1    Young, R.P.2    Ewing, R.D.3
  • 4
    • 0032078518 scopus 로고    scopus 로고
    • Comparative study of frames using viscoelastic and viscous dampers
    • Fu, Y., and Kasai, K. (1998). "Comparative study of frames using viscoelastic and viscous dampers." J. Struct. Eng., 124(5), 513-552.
    • (1998) J. Struct. Eng. , vol.124 , Issue.5 , pp. 513-552
    • Fu, Y.1    Kasai, K.2
  • 6
    • 0037689397 scopus 로고    scopus 로고
    • Seismic demands and their dependence in ground motion
    • Pacific Earthquake Engineering Research Center, Univ. of California at Berkeley, Berkeley, Calif
    • Krawinkler, H. et al. (2001). "Seismic demands and their dependence in ground motion." 11th PEER Syn. Reports, Pacific Earthquake Engineering Research Center, Univ. of California at Berkeley, Berkeley, Calif.
    • (2001) 11th PEER Syn. Reports
    • Krawinkler, H.1
  • 7
    • 0036720275 scopus 로고    scopus 로고
    • Earthquake response of elastic SDF systems with nonlinear fluid viscous dampers
    • Lin, W.-H., and Chopra, A. K. (2002a). "Earthquake response of elastic SDF systems with nonlinear fluid viscous dampers." Earthquake Eng. Struct. Dyn., 31, 1623-1642.
    • (2002) Earthquake Eng. Struct. Dyn. , vol.31 , pp. 1623-1642
    • Lin, W.-H.1    Chopra, A.K.2
  • 9
    • 0003999040 scopus 로고
    • Viscous dampers: Testing, modeling and application in vibration and seismic isolation
    • National Center for Earthquake Engineering Research, State Univ. of N.Y. at Buffalo, Buffalo, N.Y
    • Makris, N., and Constantinou, M. C. (1990). "Viscous dampers: Testing, modeling and application in vibration and seismic isolation." NCEER Rep. No. 90-0028, National Center for Earthquake Engineering Research, State Univ. of N.Y. at Buffalo, Buffalo, N.Y.
    • (1990) NCEER Rep. No. 90-0028
    • Makris, N.1    Constantinou, M.C.2
  • 10
    • 0038703703 scopus 로고
    • Modal analysis procedures for viscoelastic frames
    • Earthquake Engineering Research Institute, Oakland. Calif
    • Munshi, J. A., and Kasai, K. (1994). "Modal analysis procedures for viscoelastic frames." Proc., 5th U.S. National Conf. on Earthquake Engineering, Earthquake Engineering Research Institute, Oakland. Calif., Vol. I, 1055-1064.
    • (1994) Proc., 5th U.S. National Conf. on Earthquake Engineering , vol.1 , pp. 1055-1064
    • Munshi, J.A.1    Kasai, K.2
  • 11
    • 0038027303 scopus 로고    scopus 로고
    • Optimal design of viscoelastic bracing systems for earthquake protection of buildings
    • [computer file]. Balkema, Rotterdam, The Netherlands
    • Paolacci, F., Ciampi, V., and De Angelis, M. (1998). "Optimal design of viscoelastic bracing systems for earthquake protection of buildings." Proc., 11th European Conf. on Earthquake Engineering [computer file]. Balkema, Rotterdam, The Netherlands.
    • (1998) Proc., 11th European Conf. on Earthquake Engineering
    • Paolacci, F.1    Ciampi, V.2    De Angelis, M.3
  • 12
    • 0033230643 scopus 로고    scopus 로고
    • Fundamental considerations for the design of non-linear viscous dampers
    • Pekcan, G., Mander, J. B., and Chen, S. S. (1999). "Fundamental considerations for the design of non-linear viscous dampers." Earthquake Eng. Struct. Dyn., 28, 1405-1425.
    • (1999) Earthquake Eng. Struct. Dyn. , vol.28 , pp. 1405-1425
    • Pekcan, G.1    Mander, J.B.2    Chen, S.S.3
  • 14
    • 0003585078 scopus 로고    scopus 로고
    • Investigation of seismic response of buildings with linear and nonlinear fluid viscous dampers
    • National Center for Earthquake Engineering Research, State Univ. of N.Y. at Buffalo, Buffalo, N.Y
    • Seleemah, A. A., and Constantinou, M. C. (1997). "Investigation of seismic response of buildings with linear and nonlinear fluid viscous dampers." NCEER Rep. No. 97-0004, National Center for Earthquake Engineering Research, State Univ. of N.Y. at Buffalo, Buffalo, N.Y.
    • (1997) NCEER Rep. No. 97-0004
    • Seleemah, A.A.1    Constantinou, M.C.2
  • 17
    • 0012789977 scopus 로고    scopus 로고
    • Iterative design procedure of fluid viscous devices included in braced frame
    • Fryba and Naprstek, eds., Balkema, Rotterdam, The Netherlands
    • Sorace, S., and Terenzi, G. (1999). "Iterative design procedure of fluid viscous devices included in braced frame." Struct. Dyn.-EURODYN, Fryba and Naprstek, eds., Balkema, Rotterdam, The Netherlands.
    • (1999) Struct. Dyn.-EURODYN
    • Sorace, S.1    Terenzi, G.2
  • 18
    • 0000720266 scopus 로고    scopus 로고
    • Passive fluid viscous damping systems for seismic energy dissipation
    • Symans, M. D., and Constantinou, M. C. (1998). "Passive fluid viscous damping systems for seismic energy dissipation." ISET J. Earthquake Technology, Paper No. 382, 35(4), 185-206.
    • (1998) ISET J. Earthquake Technology, Paper No. 382 , vol.35 , Issue.4 , pp. 185-206
    • Symans, M.D.1    Constantinou, M.C.2
  • 19
    • 0032842247 scopus 로고    scopus 로고
    • Dynamics of SDOF systems with nonlinear viscous damping
    • Terenzi, G. (1999). "Dynamics of SDOF systems with nonlinear viscous damping." J. Eng. Mech., 125(8), 956-963.
    • (1999) J. Eng. Mech. , vol.125 , Issue.8 , pp. 956-963
    • Terenzi, G.1
  • 20
    • 84947066271 scopus 로고    scopus 로고
    • The seismic response of damped frames using different dissipative braces: A parametric study
    • WIT Press, Southampton, U.K
    • Vulcano, A., and Mazza, F. (1999). "The seismic response of damped frames using different dissipative braces: A parametric study." Advances in Earthquake Resistant Engineering Structures II, WIT Press, Southampton, U.K., 267-278.
    • (1999) Advances in Earthquake Resistant Engineering Structures II , pp. 267-278
    • Vulcano, A.1    Mazza, F.2
  • 21
    • 0034175492 scopus 로고    scopus 로고
    • Nonlinear-Maxwell-element-type hysteretic control force
    • Yamada, K. (2000). "Nonlinear-Maxwell-element-type hysteretic control force." Earthquake Eng. Struct. Dyn., 29,
    • (2000) Earthquake Eng. Struct. Dyn. , vol.29 , pp. 545-554
    • Yamada, K.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.