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Volumn 124, Issue 5, 1998, Pages 513-522

Comparative study of frames using viscoelastic and viscous dampers

Author keywords

[No Author keywords available]

Indexed keywords

DAMPING; EARTHQUAKE RESISTANCE; FUNCTIONS; HARMONIC ANALYSIS; MATHEMATICAL MODELS; OPTIMIZATION; PARAMETER ESTIMATION; STIFFNESS; STRUCTURAL ANALYSIS; VISCOELASTICITY;

EID: 0032078518     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:5(513)     Document Type: Review
Times cited : (135)

References (16)
  • 1
    • 11744349499 scopus 로고
    • Seismic behavior of multistory frames designed by different philosophies
    • Earthquake Engrg. Res. Ctr., University of California at Berkeley Calif.
    • Anderson, J. C., and Bertero, V. V. (1969). "Seismic behavior of multistory frames designed by different philosophies." EERC Rep. No. 69-11, Earthquake Engrg. Res. Ctr., University of California at Berkeley Calif., 35.
    • (1969) EERC Rep. No. 69-11 , pp. 35
    • Anderson, J.C.1    Bertero, V.V.2
  • 3
    • 11744282199 scopus 로고
    • Seismic response of steel-frame structures with added viscoelastic dampers
    • A. A. Balkema, Rotterdam, The Netherlands
    • Chang, K. C., Soong, T. T., Oh, S.-T., and Lai, M. L. (1992). "Seismic response of steel-frame structures with added viscoelastic dampers." Proc., 10th World Conf. on Earthquake Engrg., A. A. Balkema, Rotterdam, The Netherlands, Vol. 9, 5169-5173.
    • (1992) Proc., 10th World Conf. on Earthquake Engrg. , vol.9 , pp. 5169-5173
    • Chang, K.C.1    Soong, T.T.2    Oh, S.-T.3    Lai, M.L.4
  • 5
    • 0003974455 scopus 로고
    • Experimental and analysis investigation of seismic response of structures with supplemental fluid viscous dampers
    • Nat. Ctr. for Earthquake Engrg. Res., State University of New York at Buffalo, N.Y.
    • Constantinou, M. C., and Symans, M. D. (1992). "Experimental and analysis investigation of seismic response of structures with supplemental fluid viscous dampers." NCEER Rep. No. 92-0032, Nat. Ctr. for Earthquake Engrg. Res., State University of New York at Buffalo, N.Y., 1-20.
    • (1992) NCEER Rep. No. 92-0032 , pp. 1-20
    • Constantinou, M.C.1    Symans, M.D.2
  • 7
    • 0342606881 scopus 로고
    • Design procedure utilizing supplemental energy dissipation devices for improved building performance
    • Earthquake Engrg. Res. Inst., Chicago, Ill.
    • Hanson, R. D., and Jeong, S.-M. (1994). "Design procedure utilizing supplemental energy dissipation devices for improved building performance." Proc., 5th Nat. Conf. on Earthquake Engrg., Earthquake Engrg. Res. Inst., Chicago, Ill., 517-526.
    • (1994) Proc., 5th Nat. Conf. on Earthquake Engrg. , pp. 517-526
    • Hanson, R.D.1    Jeong, S.-M.2
  • 9
    • 11744289493 scopus 로고
    • Finding of temperature-insensitive viscoelastic frames
    • Int. Assn. for Struct. Control, Los Angeles, Calif.
    • Kasai, K., Fu, Y., and Lai, M.-L. (1994). "Finding of temperature-insensitive viscoelastic frames." Proc. 1st World Conf. on Struct. Control. Int. Assn. for Struct. Control, Los Angeles, Calif., WP3-3.
    • (1994) Proc. 1st World Conf. on Struct. Control.
    • Kasai, K.1    Fu, Y.2    Lai, M.-L.3
  • 10
    • 0344747622 scopus 로고
    • Seismic analysis and design using viscoelastic dampers
    • Architectural Inst. of Japan, Tokyo, Japan
    • Kasai, K., and Fu, Y. (1995). "Seismic analysis and design using viscoelastic dampers." Proc., of Symp. on a New Direction in Seismic Design, Architectural Inst. of Japan, Tokyo, Japan, 113-140.
    • (1995) Proc., of Symp. on a New Direction in Seismic Design , pp. 113-140
    • Kasai, K.1    Fu, Y.2
  • 11
    • 0032078450 scopus 로고    scopus 로고
    • Two types of passive control systems for seismic damage mitigation
    • ASCE
    • Kasai, K., Fu, Y., and Watanabe, A. (1998). "Two types of passive control systems for seismic damage mitigation." J. Struct. Engrg., ASCE 124(5), 501-512.
    • (1998) J. Struct. Engrg. , vol.124 , Issue.5 , pp. 501-512
    • Kasai, K.1    Fu, Y.2    Watanabe, A.3
  • 12
    • 0345177811 scopus 로고    scopus 로고
    • Viscoelastic damper: A damper with linear or nonlinear material?
    • Elsevier Science Ltd., Acapulco, Mexico, No. 795
    • 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 World Conf. on Earthquake Engrg., Elsevier Science Ltd., Acapulco, Mexico, No. 795.
    • (1996) Proc. 11th World Conf. on Earthquake Engrg.
    • Lai, M.L.1    Lu, P.2    Lunsford, D.A.3    Kasai, K.4    Chang, K.C.5
  • 15
    • 3342907015 scopus 로고
    • Simplified seismic response analysis of viscoelastic-damped frame structure
    • Earthquake Engrg. Res. Inst., Chicago, Ill.
    • Sause, R., Hamingway, G. J., and Kasai, K. (1994). "Simplified seismic response analysis of viscoelastic-damped frame structure." Proc., 5th Nat. Conf. on Earthquake Engrg., Earthquake Engrg. Res. Inst., Chicago, Ill., 839-848.
    • (1994) Proc., 5th Nat. Conf. on Earthquake Engrg. , pp. 839-848
    • Sause, R.1    Hamingway, G.J.2    Kasai, K.3
  • 16
    • 0010802490 scopus 로고    scopus 로고
    • Fluid damper for applications of seismic energy dissipation and seismic isolation
    • Elsevier Science Ltd., Acapulco, Mexico, No. 798
    • Taylor, D. P. (1996). "Fluid damper for applications of seismic energy dissipation and seismic isolation." Proc., 11th World Conf. on Earthquake Engrg., Elsevier Science Ltd., Acapulco, Mexico, No. 798.
    • (1996) Proc., 11th World Conf. on Earthquake Engrg.
    • Taylor, D.P.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.