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Volumn 7, Issue 1, 2003, Pages 1-24

Performance-based design of added viscous dampers using capacity spectrum method

Author keywords

Capacity spectrum method; Equivalent damping; Performance based seismic design; Time history analysis; Viscous dampers

Indexed keywords

DAMPING; DEGREES OF FREEDOM (MECHANICS); SEISMOLOGY; STRUCTURAL FRAMES; VISCOSITY;

EID: 0037247055     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632460309350439     Document Type: Article
Times cited : (82)

References (19)
  • 1
    • 85023931402 scopus 로고    scopus 로고
    • Applied Technology Council, Seismic Evaluation and Retrofit of Concrete Buildings, ATC-40, Redwood City, California
    • ATC [1996] Applied Technology Council, Seismic Evaluation and Retrofit of Concrete Buildings, ATC-40, Redwood City, California.
    • (1996)
  • 3
    • 85023930622 scopus 로고    scopus 로고
    • Earthquake Engineering Society of Korea, Seismic Design Guidelines II, Ministry of Construction &c Transportation, Seoul, Korea
    • EESK [1997] Earthquake Engineering Society of Korea, Seismic Design Guidelines II, Ministry of Construction &c Transportation, Seoul, Korea.
    • (1997)
  • 4
    • 0001430832 scopus 로고    scopus 로고
    • A nonlinear analysis method for performance-based seismic design
    • Fajfar, P. [2000] “A nonlinear analysis method for performance-based seismic design,” Earthq. Spectra 16(3), 573-592.
    • (2000) Earthq. Spectra , vol.16 , Issue.3 , pp. 573-592
    • Fajfar, P.1
  • 5
    • 85023920025 scopus 로고    scopus 로고
    • Federal Emergency Management Agency, NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Washington, D.C
    • FEMA-274 [1997] Federal Emergency Management Agency, NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Washington, D.C.
    • (1997)
  • 6
    • 85023940790 scopus 로고    scopus 로고
    • Federal Emergency Management Agency, NEHRP Commentary on the Guidelines for the seismic rehabilitation of buildings, Washington, D.C
    • FEMA-274 [1997] Federal Emergency Management Agency, NEHRP Commentary on the Guidelines for the seismic rehabilitation of buildings, Washington, D.C.
    • (1997)
  • 10
    • 0034282825 scopus 로고    scopus 로고
    • Design of dampers for structures based on optimal control theory
    • Loh, C. H., Lin, P. Y. and Chung, N. H. [2000] “Design of dampers for structures based on optimal control theory,” Earthq. Engrg. Struct. Dyn. 29, 1307-1323.
    • (2000) Earthq. Engrg. Struct. Dyn. , vol.29 , pp. 1307-1323
    • Loh, C.H.1    Lin, P.Y.2    Chung, N.H.3
  • 12
    • 85023961388 scopus 로고    scopus 로고
    • POSCO Engineering & Construction Co., Ltd., Seoul, Korea
    • POSCO Engineering & Construction Co., Ltd. [1999] MIDAS-GEN, User’s manual Vol. I- Vol. IV, POSCO Engineering & Construction Co., Ltd., Seoul, Korea.
    • (1999) MIDAS-GEN, User’s Manual , vol.1-4
  • 18
    • 0031078646 scopus 로고    scopus 로고
    • Optimal placement of energy dissipation devices for three-dimensional structures
    • Wu, B., Ou, J. P. and Soong, T. T. [1997] “Optimal placement of energy dissipation devices for three-dimensional structures,” Engrg. Struct. 19(2), 113-125.
    • (1997) Engrg. Struct. , vol.19 , Issue.2 , pp. 113-125
    • Wu, B.1    Ou, J.P.2    Soong, T.T.3
  • 19
    • 0026869898 scopus 로고
    • Seismic design of viscoelastic dampers for structural applications
    • Zhang R. H. and Soong, T. T. [1992] “Seismic design of viscoelastic dampers for structural applications,” ASCE J. Struct. Engrg. 118(5), 1375-1392.
    • (1992) ASCE J. Struct. Engrg. , vol.118 , Issue.5 , pp. 1375-1392
    • Zhang, R.H.1    Soong, T.T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.