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Volumn 131, Issue 11, 2005, Pages 1746-1756

Optimization methodology for damper configuration based on building performance indices

Author keywords

Buildings; Damping; Energy dissipation; Optimization; Seismic effects

Indexed keywords

DESIGN CODES; ENERGY DISSIPATION DEVICES (EDD); SEISMIC EFFECTS; STRUCTURAL PERFORMANCE;

EID: 27744490983     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:11(1746)     Document Type: Article
Times cited : (61)

References (22)
  • 1
    • 0342855209 scopus 로고    scopus 로고
    • Optimal placement of passive dampers on seismic and wind-excited buildings using combinatorial optimization
    • Agrawal, A. K., and Yang, J. N. (2000). "Optimal placement of passive dampers on seismic and wind-excited buildings using combinatorial optimization." J. Intell. Mater. Syst. Struct., 10(12), 997-1014.
    • (2000) J. Intell. Mater. Syst. Struct. , vol.10 , Issue.12 , pp. 997-1014
    • Agrawal, A.K.1    Yang, J.N.2
  • 2
    • 0029391851 scopus 로고
    • Seismic behavior of steel frame with added viscoelastic dampers
    • Chang, K. C., Soong, T. T., Oh, S.-T., and Lai, M. L. (1995). "Seismic behavior of steel frame with added viscoelastic dampers." J. Struct. Eng., 121(10), 1418-1426.
    • (1995) J. Struct. Eng. , vol.121 , Issue.10 , pp. 1418-1426
    • Chang, K.C.1    Soong, T.T.2    Oh, S.-T.3    Lai, M.L.4
  • 3
    • 0020564794 scopus 로고
    • Optimum design of first story damping systems
    • Constantinou, M. C., and Tadjbakhsh, I. G. (1983). "Optimum design of first story damping systems." Comput. Struct., 17(2), 305-310.
    • (1983) Comput. Struct. , vol.17 , Issue.2 , pp. 305-310
    • Constantinou, M.C.1    Tadjbakhsh, I.G.2
  • 4
  • 5
    • 0019557036 scopus 로고
    • An algorithm for the optimal design of passive vibration controllers for flexible systems
    • De Silva, C. W. (1981). "An algorithm for the optimal design of passive vibration controllers for flexible systems." J. Sound Vib., 74(4), 495-502.
    • (1981) J. Sound Vib. , vol.74 , Issue.4 , pp. 495-502
    • De Silva, C.W.1
  • 6
    • 0003783665 scopus 로고    scopus 로고
    • Prestandard and commentary for the seismic rehabilitation of buildings
    • Washington, D.C.
    • Federal Emergency Management Agency (FEMA). (2000). "Prestandard and commentary for the seismic rehabilitation of buildings." Rep. No. FEMA 356, Washington, D.C.
    • (2000) Rep. No. FEMA 356 , vol.356
  • 7
    • 0003611642 scopus 로고    scopus 로고
    • NEHRP recommended provisions for seismic regulations for new buildings and other structures
    • Washington, D.C.
    • Federal Emergency Management Agency (FEMA). (2001). "NEHRP recommended provisions for seismic regulations for new buildings and other structures." Rep. No. FEMA 368, Washington, D.C.
    • (2001) Rep. No. FEMA 368 , vol.368
  • 8
    • 0030422081 scopus 로고    scopus 로고
    • Design of supplemental dampers for control of structures
    • Gluck, N., Reinhorn, A. M., Gluck, J., and Levy, R. (1996). "Design of supplemental dampers for control of structures." J. Struct. Eng., 122(12), 1394-1399.
    • (1996) J. Struct. Eng. , vol.122 , Issue.12 , pp. 1394-1399
    • Gluck, N.1    Reinhorn, A.M.2    Gluck, J.3    Levy, R.4
  • 9
    • 38249008663 scopus 로고
    • Optimal positioning of dampers in multi-body systems
    • Gurgoze, M., and Muller, O. C. (1992). "Optimal positioning of dampers in multi-body systems." J. Sound Vib., 158(3), 517-530.
    • (1992) J. Sound Vib. , vol.158 , Issue.3 , pp. 517-530
    • Gurgoze, M.1    Muller, O.C.2
  • 10
    • 0027110573 scopus 로고
    • Effects of added-damper distribution on the seismic response of buildings
    • Hahn, G. D., and Sathiavageeswarm, K. R. (1992). "Effects of added-damper distribution on the seismic response of buildings." Comput. Struct., 43(5), 941-950.
    • (1992) Comput. Struct. , vol.43 , Issue.5 , pp. 941-950
    • Hahn, G.D.1    Sathiavageeswarm, K.R.2
  • 12
    • 16444381858 scopus 로고    scopus 로고
    • Object-oriented modeling of structure analysis and design with application to damping device configuration
    • Liu, W., Tong, M., and Lee, G. C. (2003). "Object-oriented modeling of structure analysis and design with application to damping device configuration." J. Comput. Civ. Eng., 17(2), 113-122.
    • (2003) J. Comput. Civ. Eng. , vol.17 , Issue.2 , pp. 113-122
    • Liu, W.1    Tong, M.2    Lee, G.C.3
  • 13
    • 1842738316 scopus 로고    scopus 로고
    • Optimal damping device configuration design of a steel frame structure based on building performance indices
    • Liu, W., Tong, M., Wu, Y., and Lee, G. C. (2004). "Optimal damping device configuration design of a steel frame structure based on building performance indices." Earthquake Spectra, 20(1), 67-89.
    • (2004) Earthquake Spectra , vol.20 , Issue.1 , pp. 67-89
    • Liu, W.1    Tong, M.2    Wu, Y.3    Lee, G.C.4
  • 15
    • 0036478269 scopus 로고    scopus 로고
    • Performance of structures with passive energy dissipaters
    • Miyamoto, H. K., and Singh, J. P. (2002). "Performance of structures with passive energy dissipaters." Earthquake Spectra, 18(1), 105-119.
    • (2002) Earthquake Spectra , vol.18 , Issue.1 , pp. 105-119
    • Miyamoto, H.K.1    Singh, J.P.2
  • 16
    • 0035313113 scopus 로고    scopus 로고
    • Optimal seismic response control with dampers
    • Singh, M. P., and Moreschi, L. M. (2001). "Optimal seismic response control with dampers." Earthquake Eng. Struct. Dyn., 30(4), 553-572.
    • (2001) Earthquake Eng. Struct. Dyn. , vol.30 , Issue.4 , pp. 553-572
    • Singh, M.P.1    Moreschi, L.M.2
  • 17
    • 0028176412 scopus 로고
    • Frequency domain optimal control strategies for aseismic protection
    • Spencer, B. F., Jr., Suhardjo, J., and Sain, M. K. (1994). "Frequency domain optimal control strategies for aseismic protection." J. Eng. Mech., 120(1), 135-158.
    • (1994) J. Eng. Mech. , vol.120 , Issue.1 , pp. 135-158
    • Spencer Jr., B.F.1    Suhardjo, J.2    Sain, M.K.3
  • 18
    • 0031282126 scopus 로고    scopus 로고
    • Optimal damper placement for minimum transfer functions
    • Takewaki, I. (1997). "Optimal damper placement for minimum transfer functions." Earthquake Eng. Struct. Dyn., 26(11), 1113-1124.
    • (1997) Earthquake Eng. Struct. Dyn. , vol.26 , Issue.11 , pp. 1113-1124
    • Takewaki, I.1
  • 19
    • 0030244419 scopus 로고    scopus 로고
    • Optimal viscous dampers for stiffness design of shear buildings
    • Tsuji, M., and Nakamura, T. (1996). "Optimal viscous dampers for stiffness design of shear buildings." Struct. Des. Tall Build., 5(3), 217-234.
    • (1996) Struct. Des. Tall Build. , vol.5 , Issue.3 , pp. 217-234
    • Tsuji, M.1    Nakamura, T.2
  • 20
    • 13844262588 scopus 로고    scopus 로고
    • Application of a genetic algorithm for optimal damper distribution within the nonlinear seismic benchmark building
    • Wongprasert, N., and Symans, M. D. (2004). "Application of a genetic algorithm for optimal damper distribution within the nonlinear seismic benchmark building," J. Eng. Mech., 130(4), 401-406.
    • (2004) J. Eng. Mech. , vol.130 , Issue.4 , pp. 401-406
    • Wongprasert, N.1    Symans, M.D.2
  • 22
    • 0026869898 scopus 로고
    • Seismic design of viscoelastic dampers for structural applications
    • Zhang, R., and Soong, T. T. (1992). "Seismic design of viscoelastic dampers for structural applications." J. Struct. Eng., 118(5), 1375-1392.
    • (1992) J. Struct. Eng. , vol.118 , Issue.5 , pp. 1375-1392
    • Zhang, R.1    Soong, T.T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.