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Volumn 4, Issue , 2006, Pages 1968-1977

Consistent performance comparison of seismic-isolated and fixed-base buildings

Author keywords

[No Author keywords available]

Indexed keywords

BASE-ISOLATED BUILDING; CONSISTENT PERFORMANCE; COST SAVING; DESIGN STRENGTH; DUCTILITY DEMANDS; ELASTIC PERFECTLY PLASTIC; GROUND MOTIONS; INELASTIC DEFORMATION; ISOLATED BUILDINGS; PERFORMANCE OBJECTIVE; REALISTIC MODEL; REDUCTION FACTOR;

EID: 84865982985     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (4)

References (11)
  • 1
    • 0032799574 scopus 로고    scopus 로고
    • Non-linear seismic analysis of base-isolated RC frame structures
    • DOI 10.1002/(SICI)1096-9845(199906)28:6<633::AID-EQE832>3.0.CO;2-3
    • Ceccoli, C., C. Mazzotti, and M. Savoia (1999). Non-linear seismic analysis of base-isolated RC frame structures. Earthquake Engineering and Structural Dynamics, 28:633-653. (Pubitemid 29324424)
    • (1999) Earthquake Engineering and Structural Dynamics , vol.28 , Issue.6 , pp. 633-653
    • Ceccoli, C.1    Mazzotti, C.2    Savoia, M.3
  • 3
    • 1842780494 scopus 로고    scopus 로고
    • Inelastic deformation ratios for design and evaluation of structures: Single-degree-of-freedom bilinear systems
    • DOI 10.1061/(ASCE)0733-9445(2004)130:9(1309)
    • Chopra, A. K. and C. Chintanapakdee (2004). Inelastic deformation ratios for design and evaluation of structures: single-degree-of-freedom bilinear systems. Journal of Structural Engineering (ASCE), 130(9):1309-1319. (Pubitemid 40264970)
    • (2004) Journal of Structural Engineering , vol.130 , Issue.9 , pp. 1309-1319
    • Chopra, A.K.1    Chintanapakdee, C.2
  • 4
    • 0000132610 scopus 로고
    • Near-source ground motion and its effects on flexible buildings
    • Hall, J. F., T. H. Heaton, M. W. Halling, and D. J. Wald (1995). Near-source ground motion and its effects on flexible buildings. Earthquake Spectra, 11(4):569-605.
    • (1995) Earthquake Spectra , vol.11 , Issue.4 , pp. 569-605
    • Hall, J.F.1    Heaton, T.H.2    Halling, M.W.3    Wald, D.J.4
  • 5
    • 0026864356 scopus 로고
    • Seismic performance of fixed-base and base-isolated steel frames
    • ASCE
    • Lin, A. N. and H. W. Shenton III (1992). Seismic performance of fixed-base and base-isolated steel frames. Journal of Engineering Mechanics, ASCE, 118(5):921-941.
    • (1992) Journal of Engineering Mechanics , vol.118 , Issue.5 , pp. 921-941
    • Lin, A.N.1    Iii, H.W.S.2
  • 7
    • 0037215434 scopus 로고    scopus 로고
    • Comparative study of the inelastic response of base isolated buildings
    • DOI 10.1002/eqe.224
    • Ordonez, D., D. Foti and L. Bozzo (2003). Comparative study of the inelastic response of base isolated buildings. Earthquake Engineering and Structural Dynamics, 32:151-164. (Pubitemid 36022277)
    • (2003) Earthquake Engineering and Structural Dynamics , vol.32 , Issue.1 , pp. 151-164
    • Ordonez, D.1    Foti, D.2    Bozzo, L.3
  • 8
    • 0030196255 scopus 로고    scopus 로고
    • Reduction factors for base isolated structures
    • DOI 10.1016/0045-7949(95)00428-9
    • Palazzo, B. and L. Petti (1996). Reduction factors for base isolated structures. Computers and Structures, 60(6):945-956. (Pubitemid 126370844)
    • (1996) Computers and Structures , vol.60 , Issue.6 , pp. 945-956
    • Palazzo, B.1    Petti, L.2
  • 10
    • 0027788769 scopus 로고
    • Relative performance of fixed-base and base-isolated concrete frames
    • Shenton III, H.W. and A. N. Lin (1994). Relative performance of fixed-base and base-isolated concrete frames, Journal of Structural Engineering (ASCE), 119(10):2952-2968.
    • (1994) Journal of Structural Engineering (ASCE) , vol.119 , Issue.10 , pp. 2952-2968
    • Shenton III, H.W.1    Lin, A.N.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.