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Volumn 35, Issue 6, 2006, Pages 713-736

Seismic isolation of viaduct piers by means of a rocking mechanism

Author keywords

Rocking mechanism; Seismic isolation; Seismic performance tests

Indexed keywords

BENDING MOMENTS; COLUMNS (STRUCTURAL); DYNAMIC LOADS; EARTHQUAKE EFFECTS; EARTHQUAKE RESISTANCE; MATHEMATICAL MODELS; PIERS; PILE FOUNDATIONS;

EID: 33646205267     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.555     Document Type: Article
Times cited : (54)

References (17)
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    • Housner, G.W.1
  • 2
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    • Effects of foundation tipping on dynamic response
    • Meek JW. Effects of foundation tipping on dynamic response. Journal of the Structural Division (ASCE) 1975; 101(ST7):1297-1311.
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  • 4
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    • Simplified earthquake analysis of structures with foundation uplift
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    • Chopra, A.K.1    Yim, C.S.2
  • 11
    • 0037318949 scopus 로고    scopus 로고
    • The rocking spectrum and the limitations of practical design methodologies
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    • (2003) Engineering and Structural Dynamics , vol.32 , pp. 265-289
    • Makris, N.1    Konstantinidis, D.2
  • 15
    • 0003870385 scopus 로고    scopus 로고
    • Numerical Methods with MATLAB: A Resource for Scientists and Engineers
    • PWS Publishing: Boston
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    • Borse, G.J.1
  • 17
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    • Analysis of recording in structural engineering: Adaptive filtering, prediction and control
    • Department of the Interior U.S. Geological Survey Open File Report
    • Safak E. Analysis of recording in structural engineering: adaptive filtering, prediction and control. Department of the Interior U.S. Geological Survey Open File Report 1988; 88-647.
    • (1988) , pp. 88-647
    • Safak, E.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.