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Volumn 10, Issue 1, 2003, Pages 1-13

Effects of superstructure flexibility on the response of base-isolated structures

Author keywords

Base isolation; Earthquake; Elastomeric bearing; Equivalent linearization; Non stationary; Sliding system; Superstructure flexibility

Indexed keywords

EARTHQUAKES; FLEXIBLE STRUCTURES; LINEARIZATION; YIELD STRESS;

EID: 0037235201     PISSN: 10709622     EISSN: None     Source Type: Journal    
DOI: 10.1155/2003/368693     Document Type: Article
Times cited : (61)

References (23)
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  • 2
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    • 0000649629 scopus 로고
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    • (1990) Earthquake Spectra , vol.6 , pp. 317-333
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    • Fan, F.1    Ahmadi, G.2
  • 13
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    • Dissipation of hysteretic energy in base isolated structure
    • R.S. Jangid and T.K. Datta, Dissipation of hysteretic energy in base isolated structure, Journal of Shock and Vibration 3 (1996), 353-359.
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    • (1990) Earthquake Spectra , vol.6 , pp. 223-243
    • Kelly, J.M.1
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  • 22
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    • Method of random vibration of hysteretic systems
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.