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Volumn 35, Issue 2, 2006, Pages 233-250

Effect of isolator and ground motion characteristics on the performance of seismic-isolated bridges

Author keywords

Bridge; Design; Energy; Non linear response; Seismic isolation

Indexed keywords

ACCELERATION; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; ELASTICITY; MODEL STRUCTURES; STIFFNESS; STRUCTURAL DESIGN; VELOCITY;

EID: 30644474302     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.522     Document Type: Article
Times cited : (113)

References (22)
  • 4
    • 4444287343 scopus 로고    scopus 로고
    • Dimensional analysis of rigid-plastic and elastoplastic structures under pulse type excitations
    • (ASCE)
    • Makris N, Black CJ. Dimensional analysis of rigid-plastic and elastoplastic structures under pulse type excitations. Journal of Engineering Mechanics (ASCE) 2004; 130(9):1006-1018.
    • (2004) Journal of Engineering Mechanics , vol.130 , Issue.9 , pp. 1006-1018
    • Makris, N.1    Black, C.J.2
  • 5
    • 4444340721 scopus 로고    scopus 로고
    • Dimensional analysis of bilinear oscillators under pulse-type excitations
    • (ASCE)
    • Makris N, Black CJ. Dimensional analysis of bilinear oscillators under pulse-type excitations. Journal of Engineering Mechanics (ASCE) 2004; 130(9):1019-1031.
    • (2004) Journal of Engineering Mechanics , vol.130 , Issue.9 , pp. 1019-1031
    • Makris, N.1    Black, C.J.2
  • 6
    • 4444334027 scopus 로고    scopus 로고
    • Evaluation of peak ground velocity as a 'good' intensity measure for near-source ground motions
    • (ASCE)
    • Makris N, Black CJ. Evaluation of peak ground velocity as a 'good' intensity measure for near-source ground motions. Journal of Engineering Mechanics (ASCE) 2004; 130(9):1032-1044.
    • (2004) Journal of Engineering Mechanics , vol.130 , Issue.9 , pp. 1032-1044
    • Makris, N.1    Black, C.J.2
  • 10
    • 0033907580 scopus 로고    scopus 로고
    • Practical calculating method of equivalent seismic action of base isolation building using rubber bearings
    • Su J. Practical calculating method of equivalent seismic action of base isolation building using rubber bearings. Shock and Vibration Digest 2000; 32(1):28.
    • (2000) Shock and Vibration Digest , vol.32 , Issue.1 , pp. 28
    • Su, J.1
  • 12
    • 3543085734 scopus 로고    scopus 로고
    • Parametric analysis of passive damping in base isolation
    • American Society of Civil Engineers
    • Alhan C, Gavin H. Parametric analysis of passive damping in base isolation. Proceedings of the 2004 Structures Congress, American Society of Civil Engineers 2004; 1375-1382.
    • (2004) Proceedings of the 2004 Structures Congress , pp. 1375-1382
    • Alhan, C.1    Gavin, H.2
  • 13
    • 4944222762 scopus 로고    scopus 로고
    • Optimal design of base-isolators in multi-storey buildings
    • Baratta A, Corbi I. Optimal design of base-isolators in multi-storey buildings. Computers and Structures 2004; 82(23-26):2199-2209.
    • (2004) Computers and Structures , vol.82 , Issue.23-26 , pp. 2199-2209
    • Baratta, A.1    Corbi, I.2
  • 14
    • 0003485136 scopus 로고    scopus 로고
    • Effect of damping mechanisms on the response of seismically isolated structures
    • PEER Report 1998/06, Pacific Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley
    • Makris N, Chang S. Effect of damping mechanisms on the response of seismically isolated structures. PEER Report 1998/06, Pacific Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley, 1998.
    • (1998)
    • Makris, N.1    Chang, S.2
  • 16
    • 4544343472 scopus 로고    scopus 로고
    • Performance estimates in seismically isolated bridge structures
    • Warn CP, Whittaker AS. Performance estimates in seismically isolated bridge structures. Engineering Structures 2004; 26(9):1261-1278.
    • (2004) Engineering Structures , vol.26 , Issue.9 , pp. 1261-1278
    • Warn, C.P.1    Whittaker, A.S.2
  • 19
    • 30644459084 scopus 로고    scopus 로고
    • HITEC (Highway Innovation Technology Evaluation Center) evaluation findings for R.J. Watson Inc. sliding isolation bearings. Technical Evaluation Report, ASCE, Reston, VA
    • HITEC (Highway Innovation Technology Evaluation Center) evaluation findings for R.J. Watson Inc. sliding isolation bearings. Technical Evaluation Report, ASCE, Reston, VA, 1998.
    • (1998)
  • 20
    • 0029416372 scopus 로고
    • An energy approach to sliding of single-span simply supported slab-on-girder steel highway bridges with damaged bearings
    • Dicleli M, Bruneau M. An energy approach to sliding of single-span simply supported slab-on-girder steel highway bridges with damaged bearings. Earthquake Engineering and Structural Dynamics 1995; 24(3):395-409.
    • (1995) Earthquake Engineering and Structural Dynamics , vol.24 , Issue.3 , pp. 395-409
    • Dicleli, M.1    Bruneau, M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.