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Volumn 15, Issue 4, 2000, Pages 317-325

Optimal damper placement for critical excitation

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; DEGREES OF FREEDOM (MECHANICS); EARTHQUAKE EFFECTS; EQUATIONS OF MOTION; FOURIER TRANSFORMS; FREQUENCY DOMAIN ANALYSIS; PROBABILITY DENSITY FUNCTION; SENSITIVITY ANALYSIS; STRUCTURAL DESIGN; STRUCTURAL MEMBERS; TRANSFER FUNCTIONS; VIBRATIONS (MECHANICAL);

EID: 0034298411     PISSN: 02668920     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-8920(99)00033-8     Document Type: Article
Times cited : (90)

References (23)
  • 1
    • 0000355667 scopus 로고
    • Model-free design of aseismic structures
    • Drenick R.F. Model-free design of aseismic structures. J Engng Mech Div, ASCE. 96:(EM4):1970;483-493.
    • (1970) J Engng Mech Div, ASCE , vol.96 , Issue.EM4 , pp. 483-493
    • Drenick, R.F.1
  • 2
    • 0000884950 scopus 로고
    • Maximum structural response to seismic excitations
    • Shinozuka M. Maximum structural response to seismic excitations. J Engng Mech Div, ASCE. 96:(EM5):1970;729-738.
    • (1970) J Engng Mech Div, ASCE , vol.96 , Issue.EM5 , pp. 729-738
    • Shinozuka, M.1
  • 3
    • 0001107085 scopus 로고
    • Maximum dynamic response and proof testing
    • Yang J.-N., Heer E. Maximum dynamic response and proof testing. J Engng Mech Div, ASCE. 97:(EM4):1971;1307-1313.
    • (1971) J Engng Mech Div, ASCE , vol.97 , Issue.EM4 , pp. 1307-1313
    • Yang, J.-N.1    Heer, E.2
  • 4
    • 0002982452 scopus 로고
    • Worst inputs and a bound on the highest peak statistics of a class of non-linear systems
    • Iyengar R.N. Worst inputs and a bound on the highest peak statistics of a class of non-linear systems. J Sound Vibr. 25:1972;29-37.
    • (1972) J Sound Vibr , vol.25 , pp. 29-37
    • Iyengar, R.N.1
  • 5
    • 0015657112 scopus 로고
    • Aseismic design by way of critical excitation
    • Drenick R.F. Aseismic design by way of critical excitation. J Engng Mech Div, ASCE. 99:(EM4):1973;649-667.
    • (1973) J Engng Mech Div, ASCE , vol.99 , Issue.EM4 , pp. 649-667
    • Drenick, R.F.1
  • 6
    • 0017506604 scopus 로고
    • The critical excitation of nonlinear systems
    • Drenick R.F. The critical excitation of nonlinear systems. J Appl Mech. 1977;333-336.
    • (1977) J Appl Mech , pp. 333-336
    • Drenick, R.F.1
  • 9
    • 0018297447 scopus 로고
    • On the application of the critical excitation method to aseismic design
    • Ahmadi G. On the application of the critical excitation method to aseismic design. J Struct Mech. 7:1979;55-63.
    • (1979) J Struct Mech , vol.7 , pp. 55-63
    • Ahmadi, G.1
  • 10
    • 0024017158 scopus 로고
    • The use of optimization to construct critical accelerograms for given structures and sites
    • Pirasteh A.A., Cherry J.L., Balling R.J. The use of optimization to construct critical accelerograms for given structures and sites. Earthquake Engng Struct Dynam. 16:1988;597-613.
    • (1988) Earthquake Engng Struct Dynam , vol.16 , pp. 597-613
    • Pirasteh, A.A.1    Cherry, J.L.2    Balling, R.J.3
  • 11
    • 0026172225 scopus 로고
    • Critical base excitations of structural systems
    • Srinivasan M., Ellingwood B., Corotis R. Critical base excitations of structural systems. J Engng Mech, ASCE. 117:(6):1991;1403-1422.
    • (1991) J Engng Mech, ASCE , vol.117 , Issue.6 , pp. 1403-1422
    • Srinivasan, M.1    Ellingwood, B.2    Corotis, R.3
  • 12
    • 0032076722 scopus 로고    scopus 로고
    • A generalization of the Drenick-Shinozuka model for bounds on the seismic response of a single-degree-of-freedom system
    • Baratta A., Elishakoff I., Zuccaro G., Shinozuka M. A generalization of the Drenick-Shinozuka model for bounds on the seismic response of a single-degree-of-freedom system. Earthquake Engng Struct Dynam. 27:1998;423-437.
    • (1998) Earthquake Engng Struct Dynam , vol.27 , pp. 423-437
    • Baratta, A.1    Elishakoff, I.2    Zuccaro, G.3    Shinozuka, M.4
  • 13
    • 0023330331 scopus 로고
    • Nonstationary random critical seismic excitations
    • Iyengar R.N., Manohar C.S. Nonstationary random critical seismic excitations. J Engng Mech, ASCE. 113:(4):1987;529-541.
    • (1987) J Engng Mech, ASCE , vol.113 , Issue.4 , pp. 529-541
    • Iyengar, R.N.1    Manohar, C.S.2
  • 15
    • 0029415957 scopus 로고
    • Critical earthquake input power spectral density function models for engineering structures
    • Manohar C.S., Sarkar A. Critical earthquake input power spectral density function models for engineering structures. Earthquake Engng Struct Dynam. 24:1995;1549-1566.
    • (1995) Earthquake Engng Struct Dynam , vol.24 , pp. 1549-1566
    • Manohar, C.S.1    Sarkar, A.2
  • 16
    • 0001532603 scopus 로고    scopus 로고
    • Critical seismic vector random excitations for multiply supported structures
    • Sarkar A., Manohar C.S. Critical seismic vector random excitations for multiply supported structures. J Sound Vibr. 212:(3):1998;525-546.
    • (1998) J Sound Vibr , vol.212 , Issue.3 , pp. 525-546
    • Sarkar, A.1    Manohar, C.S.2
  • 18
    • 0000400494 scopus 로고    scopus 로고
    • Maximum structural response using convex models
    • Ben-Haim Y., Chen G., Soong T.T. Maximum structural response using convex models. J Engng Mech, ASCE. 122:(4):1996;325-333.
    • (1996) J Engng Mech, ASCE , vol.122 , Issue.4 , pp. 325-333
    • Ben-Haim, Y.1    Chen, G.2    Soong, T.T.3
  • 19
    • 0030239952 scopus 로고    scopus 로고
    • Convex model for seismic design of structures: I analysis
    • Pantelides C.P., Tzan S.R. Convex model for seismic design of structures: I analysis. Earthquake Engng Struct Dynam. 25:1996;927-944.
    • (1996) Earthquake Engng Struct Dynam , vol.25 , pp. 927-944
    • Pantelides, C.P.1    Tzan, S.R.2
  • 20
    • 0001350925 scopus 로고    scopus 로고
    • Optimal damper positioning in beams for minimum dynamic compliance
    • Takewaki I. Optimal damper positioning in beams for minimum dynamic compliance. Comput Meth Appl Mech Engng. 156:(1-4):1998;363-373.
    • (1998) Comput Meth Appl Mech Engng , vol.156 , Issue.14 , pp. 363-373
    • Takewaki, I.1
  • 21
    • 0032302345 scopus 로고    scopus 로고
    • Effects of support stiffnesses on optimal damper placement for a planar building frame
    • Takewaki I., Yoshitomi S. Effects of support stiffnesses on optimal damper placement for a planar building frame. The Struct Design of Tall Buildings. 7:(4):1998;323-336.
    • (1998) The Struct Design of Tall Buildings , vol.7 , Issue.4 , pp. 323-336
    • Takewaki, I.1    Yoshitomi, S.2
  • 22
    • 0026869898 scopus 로고
    • Seismic design of viscoelastic dampers for structural applications
    • Zhang R.H., Soong T.T. Seismic design of viscoelastic dampers for structural applications. J Struct Engng, ASCE. 118:(5):1992;1375-1392.
    • (1992) J Struct Engng, ASCE , vol.118 , Issue.5 , pp. 1375-1392
    • Zhang, R.H.1    Soong, T.T.2
  • 23
    • 0030244419 scopus 로고    scopus 로고
    • Optimum viscous dampers for stiffness design of shear buildings
    • Tsuji M., Nakamura T. Optimum viscous dampers for stiffness design of shear buildings. The Struct Design of Tall Buildings. 5:1996;217-234.
    • (1996) The Struct Design of Tall Buildings , vol.5 , pp. 217-234
    • Tsuji, M.1    Nakamura, T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.