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Volumn 28, Issue 4, 2012, Pages 1405-1421

Amplification of Rocking Due to Horizontal Ground Motion

Author keywords

[No Author keywords available]

Indexed keywords

EARTHQUAKE ENGINEERING; ENGINEERING GEOLOGY;

EID: 84868127333     PISSN: 87552930     EISSN: 19448201     Source Type: Journal    
DOI: 10.1193/1.4000085     Document Type: Article
Times cited : (54)

References (19)
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    • Lenci S., and Rega G., 2006. A dynamical systems approach to the overturning of rocking blocks, Chaos, Solitons and Fractals 28, 527–542.
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  • 12
    • 0030268206 scopus 로고    scopus 로고
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    • and
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  • 13
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    • Criteria for initiation of slide, rock, and slide-rock rigid-body modes
    • Shenton H. W., 1996. Criteria for initiation of slide, rock, and slide-rock rigid-body modes, Journal of Engineering Mechanics 122, 690–693.
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    • Shenton, H.W.1
  • 14
    • 0036478124 scopus 로고    scopus 로고
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    • Sokolov, V.Y.1
  • 15
    • 85011329370 scopus 로고
    • Rocking of rigid blocks due to harmonic shaking
    • and
    • Spanos P. D., and Koh A., 1984. Rocking of rigid blocks due to harmonic shaking, Journal of Engineering Mechanics 110, 1627–1642.
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  • 16
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    • and
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    • and
    • Yim S. C. S., and Lin H., 1991. Nonlinear impact and chaotic response of slender rocking objects, Journal of Engineering Mechanics 117, 2079–2100.
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  • 19
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    • Rocking response of free-standing blocks under cycloidal pulses
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    • Zhang J., and Makris N., 2001. Rocking response of free-standing blocks under cycloidal pulses, Journal of Engineering Mechanics 127, 473–483.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.