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Volumn 7, Issue 1, 2003, Pages 97-118

Performance-based seismic response of frame structures including residual deformations. Part I: Single-degree of freedom systems

Author keywords

Frame structures; Hysteresis rules; Performance based design; Residual deformations; SDOF

Indexed keywords

DEFORMATION; DEGREES OF FREEDOM (MECHANICS); DUCTILITY; SEISMOLOGY; STIFFNESS; STRUCTURAL FRAMES;

EID: 0037247592     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632460309350443     Document Type: Article
Times cited : (254)

References (20)
  • 2
    • 0036569204 scopus 로고    scopus 로고
    • Seismic response of self-centering hysteretic SDOF systems
    • Christopoulos, C., Filiatrault, A. and Fob, B. [2002a] “Seismic response of self-centering hysteretic SDOF systems,” Earthq. Engrg. Struct. Dyn. 31, 1131-1150.
    • (2002) Earthq. Engrg. Struct. Dyn. , vol.31 , pp. 1131-1150
    • Christopoulos, C.1    Filiatrault, A.2    Fob, B.3
  • 3
    • 0003206816 scopus 로고    scopus 로고
    • Post-tensioned energy dissipating connections for moment resisting steel frames
    • Christopoulos, C., Filiatrault, A., Uang, C.-M. and Folz, B. [2002b] “Post-tensioned energy dissipating connections for moment resisting steel frames," ASCE J. Struct. Engrg. 128(9), 1111-1120.
    • (2002) ASCE J. Struct. Engrg. , vol.128 , Issue.9 , pp. 1111-1120
    • Christopoulos, C.1    Filiatrault, A.2    Uang, C.-M.3    Folz, B.4
  • 4
    • 0027686909 scopus 로고
    • The use of damage functionals in earthquake engineering: A comparison between different methods
    • Cosenza, E., Manfredi, G. and Ramasco, R. [1993] “The use of damage functionals in earthquake engineering: a comparison between different methods,” Earthq. Engrg. Struct. Dyn. 22, 855-868.
    • (1993) Earthq. Engrg. Struct. Dyn. , vol.22 , pp. 855-868
    • Cosenza, E.1    Manfredi, G.2    Ramasco, R.3
  • 5
    • 0027042410 scopus 로고
    • Equivalent ductility factors: Taking into account low-cycle fatigue
    • Fajfar, P. [1992] “Equivalent ductility factors: Taking into account low-cycle fatigue,” Earthq. Engrg. Struct. Dyn. 21, 837-848.
    • (1992) Earthq. Engrg. Struct. Dyn. , vol.21 , pp. 837-848
    • Fajfar, P.1
  • 6
    • 0002118342 scopus 로고    scopus 로고
    • Seismic damage indices for RC buildings
    • Kappos, A. J. [1997] “Seismic damage indices for RC buildings,” Prog. Struct. Engrg. Mats. 1(1), 78-87.
    • (1997) Prog. Struct. Engrg. Mats. , vol.1 , Issue.1 , pp. 78-87
    • Kappos, A.J.1
  • 7
    • 0012785388 scopus 로고    scopus 로고
    • The 1996 Japanese seismic design specifications of highway bridges and the performance based design
    • Fajfar, P. and Krawinkler, H. (eds), Balkema, Rotterdam!
    • Kawashima, K. [1997] “The 1996 Japanese seismic design specifications of highway bridges and the performance based design,” Proceedings, Seismic Design Methodologies for the Next Generation of Codes, Fajfar, P. and Krawinkler, H. (eds), Balkema, Rotterdam!, pp. 371-382.
    • (1997) Proceedings, Seismic Design Methodologies for the Next Generation of Codes , pp. 371-382
    • Kawashima, K.1
  • 9
    • 0031193627 scopus 로고    scopus 로고
    • Post-earthquake residual displacements of bilinear oscillators
    • MacRae, G. A. and Kawashima, K. [1997] “Post-earthquake residual displacements of bilinear oscillators," Earthq. Engrg. Struct Dyn. 26, 701-716.
    • (1997) Earthq. Engrg. Struct Dyn. , vol.26 , pp. 701-716
    • Macrae, G.A.1    Kawashima, K.2
  • 10
    • 85023915519 scopus 로고    scopus 로고
    • Guidelines for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, FEMA-273, October, 1997, Washington, D.C
    • NEHRP [1997] Guidelines for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, FEMA-273, October, 1997, Washington, D.C.
    • (1997)
  • 13
    • 0022044039 scopus 로고
    • Seismic deunage analysis of reinforced concrete buildings
    • Park, Y. J. and Ang, A. H.-S. [1985] “Seismic deunage analysis of reinforced concrete buildings," J. Struct. Engrg. 111(4), 740-757.
    • (1985) J. Struct. Engrg. , vol.111 , Issue.4 , pp. 740-757
    • Park, Y.J.1    Ang, A.H.2
  • 17
    • 0033308402 scopus 로고    scopus 로고
    • Preliminary results and conclusions from the PRESSS five-storey precast concrete test building
    • Priestley, M. J. N., Sritharan, S., Conley, J. R. and Pampanin, S. [1999] “Preliminary results and conclusions from the PRESSS five-storey precast concrete test building,” PCI J. 44(6), 42-67.
    • (1999) PCI J , vol.44 , Issue.6 , pp. 42-67
    • Priestley, M.J.N.1    Sritharan, S.2    Conley, J.R.3    Pampanin, S.4
  • 18
    • 0034504895 scopus 로고    scopus 로고
    • Direct displacement-based seismic design of concrete buildings, BulL New Zealand Soc
    • Priestley, M. J. N. and Kowalsky, M. J. [2000] “Direct displacement-based seismic design of concrete buildings,” BulL New Zealand Soc. Earthq. Engrg. 33(4).
    • (2000) Earthq. Engrg. , vol.33 , Issue.4
    • Priestley, M.J.N.1    Kowalsky, M.J.2
  • 19
    • 85023922685 scopus 로고
    • Vision 2000 — Performance-Based Seismic Engineering of Buildings, Structured Engineering Association of California, Sacramento, CA
    • SEAOC [1995] Vision 2000 — Performance-Based Seismic Engineering of Buildings, Structured Engineering Association of California, Sacramento, CA.
    • (1995)
  • 20
    • 0031097696 scopus 로고    scopus 로고
    • A hybrid reinforced precast frame for seismic regions
    • Stanton, J. F., Stone, W. C. and Cheok, G. S. [1997] “A hybrid reinforced precast frame for seismic regions,” PCI J. 42(2), 20-32.
    • (1997) PCI J , vol.42 , Issue.2 , pp. 20-32
    • Stanton, J.F.1    Stone, W.C.2    Cheok, G.S.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.