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Volumn 79, Issue 2, 2001, Pages 231-242

Study on interaction control for seismic response of parallel structures

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; CONTROL SYSTEM ANALYSIS; CONTROL SYSTEM SYNTHESIS; EARTHQUAKE RESISTANCE; FREQUENCY DOMAIN ANALYSIS; OPTIMAL CONTROL SYSTEMS; TIME DOMAIN ANALYSIS;

EID: 0035215832     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(00)00119-X     Document Type: Article
Times cited : (82)

References (18)
  • 2
    • 0000586718 scopus 로고
    • An overview of active structural control under seismic loads
    • Soong T.T., Masri S.F., Housner G.W. An overview of active structural control under seismic loads. Earthquake Spectra. 7(3):1991;483-505.
    • (1991) Earthquake Spectra , vol.7 , Issue.3 , pp. 483-505
    • Soong, T.T.1    Masri, S.F.2    Housner, G.W.3
  • 8
    • 0020765948 scopus 로고
    • Semi-active versus passive or active tuned mass damper for structural control
    • Hrovat D., Barak P., Rabins M. Semi-active versus passive or active tuned mass damper for structural control. J Engng Mech, ASCE. 109(3):1983;691-705.
    • (1983) J Engng Mech, ASCE , vol.109 , Issue.3 , pp. 691-705
    • Hrovat, D.1    Barak, P.2    Rabins, M.3
  • 9
    • 0012318326 scopus 로고
    • Investigation of a method to stabilize wind induced oscillations in large structures
    • Paper No. 72-WA/AUT-H New York, November
    • Klein RE, Cusano C, Stukel J. Investigation of a method to stabilize wind induced oscillations in large structures. Paper No. 72-WA/AUT-H, Presented at 1972 ASME Winter Annual Meeting, New York, November 1972.
    • (1972) Presented at 1972 ASME Winter Annual Meeting
    • Klein, R.E.1    Cusano, C.2    Stukel, J.3
  • 11
    • 0003366575 scopus 로고
    • Control of the seismic response of adjacent structures
    • 3-5 August Los Angeles, CA, TA2-21/TA2-30, 1994
    • Luco JE, Wong HG. Control of the seismic response of adjacent structures. Proc First World Conf on Structural Control, vol. 2, 3-5 August 1994, Los Angeles, CA, TA2-21/TA2-30, 1994.
    • (1994) Proc First World Conf on Structural Control , vol.2
    • Luco, J.E.1    Wong, H.G.2
  • 12
    • 0032122328 scopus 로고    scopus 로고
    • Optimal damping between two adjacent elastic structures
    • Luco J.E., De Barros F.C.P. Optimal damping between two adjacent elastic structures. Earthquake Engng Struct Dyn. 27:1998;649-659.
    • (1998) Earthquake Engng Struct Dyn , vol.27 , pp. 649-659
    • Luco, J.E.1    De Barros, F.C.P.2
  • 13
    • 0029415721 scopus 로고
    • Vibration control of tall buildings using mega-subconfiguration
    • Feng M.Q., Mita A. Vibration control of tall buildings using mega-subconfiguration. J Engng Mech ASCE. 12(10):1995;1082-1088.
    • (1995) J Engng Mech ASCE , vol.12 , Issue.10 , pp. 1082-1088
    • Feng, M.Q.1    Mita, A.2
  • 14
    • 0032031167 scopus 로고    scopus 로고
    • Control of the seismic response of a composite tall building modelled by two interconnected shear beams
    • Luco J.E., De Barros F.C.P. Control of the seismic response of a composite tall building modelled by two interconnected shear beams. Earthquake Engng Struct Dyn. 27:1998;205-223.
    • (1998) Earthquake Engng Struct Dyn , vol.27 , pp. 205-223
    • Luco, J.E.1    De Barros, F.C.P.2
  • 18
    • 0029779137 scopus 로고    scopus 로고
    • Transient energy flow between two coupled beams
    • Pinnington R.J., Lednik D. Transient energy flow between two coupled beams. J Sound Vibr. 189(2):1996;265-287.
    • (1996) J Sound Vibr , vol.189 , Issue.2 , pp. 265-287
    • Pinnington, R.J.1    Lednik, D.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.