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Volumn 32, Issue 6, 2003, Pages 919-948

Accidental torsion due to overturning in nominally symmetric structures isolated with the FPS

Author keywords

[No Author keywords available]

Indexed keywords

ASPECT RATIO; DEFORMATION; EARTHQUAKES; FRICTION; STIFFNESS; TORSIONAL STRESS;

EID: 0038741928     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.255     Document Type: Article
Times cited : (26)

References (13)
  • 1
    • 0003889489 scopus 로고
    • Report UCB/EERC-87/01, Earthquake Engineering Research Center, University of California at Berkeley
    • Zayas V, Low S, Mahin S. The FPS earthquake resisting system. Report UCB/EERC-87/01, Earthquake Engineering Research Center, University of California at Berkeley, 1987.
    • (1987) The FPS Earthquake Resisting System
    • Zayas, V.1    Low, S.2    Mahin, S.3
  • 3
    • 0038664381 scopus 로고    scopus 로고
    • An experimental study of nominally symmetric and asymmetric structures isolated with the FPS
    • De la Llera JC, Almazán J. An experimental study of nominally symmetric and asymmetric structures isolated with the FPS. Earthquake Engineering and Structural Dynamics 2003; 32:891-918.
    • (2003) Earthquake Engineering and Structural Dynamics , vol.32 , pp. 891-918
    • De la Llera, J.C.1    Almazán, J.2
  • 12
    • 0037997470 scopus 로고
    • Report EERL 81-02, Earthquake Engineering Research Laboratory, California Institute of Technology, Pasadena, CA
    • Psicharis IN. Dynamic behaviour of rocking structures allowed to uplift. Report EERL 81-02, Earthquake Engineering Research Laboratory, California Institute of Technology, Pasadena, CA, 1981.
    • (1981) Dynamic Behaviour of Rocking Structures Allowed to Uplift
    • Psicharis, I.N.1
  • 13
    • 0022044722 scopus 로고
    • Simplified earthquake analysis of structures with foundation uplift
    • ASCE
    • Chopra AK, Yinn SC. Simplified earthquake analysis of structures with foundation uplift. Journal of Structural Engineering (ASCE) 1985; 111:906-930.
    • (1985) Journal of Structural Engineering , vol.111 , pp. 906-930
    • Chopra, A.K.1    Yinn, S.C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.