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Volumn 18, Issue 4, 2002, Pages 631-661

Uplifting and overturning of equipment anchored to a base foundation

Author keywords

[No Author keywords available]

Indexed keywords

FRACTURE; KINEMATICS; LOADING; ROCK MECHANICS; SEISMOLOGY;

EID: 0036865444     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1515730     Document Type: Article
Times cited : (31)

References (16)
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  • 2
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    • Modèle mathématique d'hysteresis
    • Bouc, R., 1971. Modèle mathématique d'hysteresis, Acustica 24, 16-25.
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  • 3
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    • Destructive strong ground motion in Mexico city: Source, path and site effects during the great 1985 Michoacan earthquake
    • Campillo, M., Gariel, J.C., Aki, K., and Sanchez-Sesma, F.J., 1989. Destructive strong ground motion in Mexico City: Source, path and site effects during the great 1985 Michoacan earthquake, Bull. Seismol. Soc. Am. 79 (6), 1718-1735.
    • (1989) Bull. Seismol. Soc. Am. , vol.79 , Issue.6 , pp. 1718-1735
    • Campillo, M.1    Gariel, J.C.2    Aki, K.3    Sanchez-Sesma, F.J.4
  • 4
    • 0012043121 scopus 로고
    • The 1986 North Palm springs earthquake: Effects, on power facilities
    • EPRI NP-5607, Palo Alto, CA
    • Electric Power Research Institute (EPRI), 1988. The 1986 North Palm Springs earthquake: Effects, on power facilities, EPRI NP-5607, Research Project 2848, Palo Alto, CA.
    • (1988) Research Project , vol.2848
  • 5
    • 0012073685 scopus 로고    scopus 로고
    • Personal communication, Pacific Gas and Electric Company, Oakland, CA
    • Fujisaki, E., 2001. Personal communication, Pacific Gas and Electric Company, Oakland, CA.
    • (2001)
    • Fujisaki, E.1
  • 8
    • 0031147699 scopus 로고    scopus 로고
    • Rigidity-plasticity-viscosity: Can electrorheological dampers protect baseisolated structures from near-source ground motions?
    • Makris, N., 1997. Rigidity-plasticity-viscosity: Can electrorheological dampers protect baseisolated structures from near-source ground motions? Earthquake Eng. Struct. Dyn. 26, 571-91.
    • (1997) Earthquake Eng. Struct. Dyn. , vol.26 , pp. 571-591
    • Makris, N.1
  • 9
    • 84892405225 scopus 로고    scopus 로고
    • Rocking response of equipment anchored to a base foundation
    • Pacific Earthquake Engineering Research Center, University of California, Berkeley
    • Makris, N., and Black, C.J., 2001. Rocking response of equipment anchored to a base foundation, PEER 2001/14, Pacific Earthquake Engineering Research Center, University of California, Berkeley.
    • (2001) PEER 2001 , vol.14
    • Makris, N.1    Black, C.J.2
  • 10
    • 0034078018 scopus 로고    scopus 로고
    • Rocking response of rigid blocks under near-source ground motions
    • Makris, N., and Roussos, Y.S., 2000. Rocking response of rigid blocks under near-source ground motions, Geotechnique 50 (3), 243-262.
    • (2000) Geotechnique , vol.50 , Issue.3 , pp. 243-262
    • Makris, N.1    Roussos, Y.S.2
  • 11
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    • Rocking response and overturning of anchored equipment under seismic excitations
    • Pacific Earthquake Engineering Research Center, University of California, Berkeley
    • Makris, N., and Zhang, J., 1999. Rocking response and overturning of anchored equipment under seismic excitations, PEER 1999/06, Pacific Earthquake Engineering Research Center, University of California, Berkeley.
    • (1999) PEER 1999 , vol.6
    • Makris, N.1    Zhang, J.2
  • 12
    • 0035337239 scopus 로고    scopus 로고
    • Rocking response and overturning of anchored blocks under pulse-type motions
    • Makris, N., and Zhang, J., 2001. Rocking response and overturning of anchored blocks under pulse-type motions, J. Eng. Mech. Div. Am. Soc. Civ. Eng 127 (5), 484-493.
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    • Makris, N.1    Zhang, J.2
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    • Wen, Y.-K.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.