메뉴 건너뛰기




Volumn 18, Issue 3, 2002, Pages 531-547

Elastic and inelastic seismic response of buildings with damping systems

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; DAMPING; DEGREES OF FREEDOM (MECHANICS); DUCTILITY; EARTHQUAKES; ENERGY DISSIPATION; SHEAR STRENGTH; SOIL MECHANICS; TROPICAL BUILDINGS;

EID: 0036703546     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1509762     Document Type: Article
Times cited : (136)

References (24)
  • 1
    • 0004005769 scopus 로고
    • Report No. ATC 19, Redwood City, CA
    • Applied Technology Council (ATC), 1995. Structural Response Modification Factors, Report No. ATC 19, Redwood City, CA.
    • (1995) Structural Response Modification Factors
  • 3
    • 0003445464 scopus 로고    scopus 로고
    • Monograph Series No. 1, Multidisciplinary Center for Earthquake Engineering Research, University at Buffalo, State University of New York at Buffalo, Buffalo, NY
    • Constantinou, M.C., Soong, T.T., and Dargush, G.F., 1998. Passive Energy Dissipation Systems for Structural Design and Retrofit, Monograph Series No. 1, Multidisciplinary Center for Earthquake Engineering Research, University at Buffalo, State University of New York at Buffalo, Buffalo, NY.
    • (1998) Passive Energy Dissipation Systems for Structural Design and Retrofit
    • Constantinou, M.C.1    Soong, T.T.2    Dargush, G.F.3
  • 7
    • 0003358666 scopus 로고    scopus 로고
    • Uniform building code
    • Whittier, CA
    • International Conference of Building Officials (ICBO), 1997. Uniform Building Code, Vol. 2-Structural Engineering Design Provisions, Whittier, CA.
    • (1997) Structural Engineering Design Provisions , vol.2
  • 8
    • 0003763143 scopus 로고
    • Report 84-2. Department of Civil Engineering, University of Canterbury, New Zealand
    • Mander, J.B., Priestley, M.J.N., and Park, R., 1984, Seismic Design of Bridge Piers, Report 84-2. Department of Civil Engineering, University of Canterbury, New Zealand.
    • (1984) Seismic Design of Bridge Piers
    • Mander, J.B.1    Priestley, M.J.N.2    Park, R.3
  • 9
    • 0027789961 scopus 로고
    • Site-dependent strength reduction factors
    • Miranda, E., 1993. Site-dependent strength reduction factors, J. Struct. Eng. 119 (12), 3503-3519.
    • (1993) J. Struct. Eng. , vol.119 , Issue.12 , pp. 3503-3519
    • Miranda, E.1
  • 10
    • 0035450257 scopus 로고    scopus 로고
    • Estimation of inelastic deformation demands of SDOF systems
    • Miranda, E., 2001. Estimation of inelastic deformation demands of SDOF systems, J. Struct. Eng. 127 (9), 1005-1020.
    • (2001) J. Struct. Eng. , vol.127 , Issue.9 , pp. 1005-1020
    • Miranda, E.1
  • 11
    • 0000168289 scopus 로고
    • Evaluation of strength reduction factors for earthquake resistant design
    • Miranda, E., and Bertero, V.V., 1994. Evaluation of strength reduction factors for earthquake resistant design, Earthquake Spectra 10 (2), 357-379.
    • (1994) Earthquake Spectra , vol.10 , Issue.2 , pp. 357-379
    • Miranda, E.1    Bertero, V.V.2
  • 12
    • 0003816497 scopus 로고
    • Report No. 95, John A. Blume Earthquake Engineering Research Center, Department of Civil Engineering, Stanford University, Stanford, CA
    • Nassar, A.A., and Krawinkler, H., 1991. Seismic Demands for SDOF and MDOF Systems, Report No. 95, John A. Blume Earthquake Engineering Research Center, Department of Civil Engineering, Stanford University, Stanford, CA, 204 pp.
    • (1991) Seismic Demands for SDOF and MDOF Systems , pp. 204
    • Nassar, A.A.1    Krawinkler, H.2
  • 13
    • 0003900120 scopus 로고
    • Report No. 46, Building Practices for Disaster Mitigation, National Bureau of Standards, U.S. Department of Commerce
    • Newmark, N.M., and Hall, W.J., 1973. Seismic Design Criteria for Nuclear Reactor Facilities, Report No. 46, Building Practices for Disaster Mitigation, National Bureau of Standards, U.S. Department of Commerce, pp. 209-236.
    • (1973) Seismic Design Criteria for Nuclear Reactor Facilities , pp. 209-236
    • Newmark, N.M.1    Hall, W.J.2
  • 16
    • 0036703554 scopus 로고    scopus 로고
    • Evaluation of simplified methods of analysis of yielding structures with damping systems
    • this issue
    • Ramirez, O.M., Constantinou, M.C., Gomez, J.D., Whittaker, A.S., and Chrysostomou, C.Z., 2002. Evaluation of simplified methods of analysis of yielding structures with damping systems, Earthquake Spectra 18 (3), 501-530 (this issue).
    • (2002) Earthquake Spectra , vol.18 , Issue.3 , pp. 501-530
    • Ramirez, O.M.1    Constantinou, M.C.2    Gomez, J.D.3    Whittaker, A.S.4    Chrysostomou, C.Z.5
  • 17
    • 0024717208 scopus 로고
    • Response modification factors for earthquake resistant design of short period structures
    • Riddell, R., Hidalgo, P., and Cruz, E., 1989. Response modification factors for earthquake resistant design of short period structures, Earthquake Spectra 5 (3), 571-590.
    • (1989) Earthquake Spectra , vol.5 , Issue.3 , pp. 571-590
    • Riddell, R.1    Hidalgo, P.2    Cruz, E.3
  • 18
    • 85040156312 scopus 로고
    • Statistical analysis of the response of nonlinear systems subjected to earthquakes
    • Department of Civil Engineering, University of Illinois at Urbana-Champaign, Urbana, IL
    • Riddell, R., and Newmark, N.M., 1979. Statistical Analysis of the Response of Nonlinear Systems Subjected to Earthquakes, Structural Research Series No. 468, Department of Civil Engineering, University of Illinois at Urbana-Champaign, Urbana, IL, 291 pp.
    • (1979) Structural Research Series , vol.468 , pp. 291
    • Riddell, R.1    Newmark, N.M.2
  • 24
    • 0024685929 scopus 로고
    • Study of inelastic spectra with high damping
    • Wu, J., and Hanson, R.D., 1989. Study of inelastic spectra with high damping, J. Struct. Eng. 115 (6), 1412-1431.
    • (1989) J. Struct. Eng. , vol.115 , Issue.6 , pp. 1412-1431
    • Wu, J.1    Hanson, R.D.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.