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Volumn 32, Issue 6, 2003, Pages 891-918

An experimental study of nominally symmetric and asymmetric structures isolated with the FPS

Author keywords

[No Author keywords available]

Indexed keywords

DEFORMATION; FRICTION; TORSIONAL STRESS;

EID: 0038664381     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.254     Document Type: Article
Times cited : (28)

References (20)
  • 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
  • 7
    • 0000145503 scopus 로고
    • Platform with six degrees of freedom
    • London, England
    • Stewart D. Platform with six degrees of freedom. Proceedings of the Institution of Mechanical Engineers, vol. 180. Pt. 1. 15, London, England 1965; 371-386.
    • (1965) Proceedings of the Institution of Mechanical Engineers , vol.180 , Issue.15 PART 1 , pp. 371-386
    • Stewart, D.1
  • 8
    • 0004114309 scopus 로고    scopus 로고
    • National Instrument Corporation. Bridge Point Parkway, Austin, Texas
    • National Instrument Corporation. LabVIEW, User Manual. Bridge Point Parkway, Austin, Texas, 1996.
    • (1996) LabVIEW, User Manual
  • 9
    • 0038673844 scopus 로고    scopus 로고
    • dSPACE digital signal processing and control engineering GmbH. Paderborn, Germany
    • dSPACE digital signal processing and control engineering GmbH. MTRACE Real-time Trace Module for MATLAB, User's Guide. Paderborn, Germany, 1996.
    • (1996) MTRACE Real-Time Trace Module for MATLAB, User's Guide
  • 10
    • 0005039393 scopus 로고    scopus 로고
    • Lateral-torsional coupling of structures isolated with the Frictional Pendulum System
    • Auckland, New Zealand
    • Almazán J, De la Llera J. Lateral-torsional coupling of structures isolated with the Frictional Pendulum System. l2th World Conference on Earthquake Engineering, Auckland, New Zealand, 2000.
    • (2000) L2th World Conference on Earthquake Engineering
    • Almazán, J.1    De la Llera, J.2
  • 12
    • 0029416504 scopus 로고
    • A simplified model for analysis and design of asymmetric-plan buildings
    • De la Llera J, Chopra A. A simplified model for analysis and design of asymmetric-plan buildings. Earthquake Engineering and Structural Dynamics 1995; 24(4):573-594.
    • (1995) Earthquake Engineering and Structural Dynamics , vol.24 , Issue.4 , pp. 573-594
    • De la Llera, J.1    Chopra, A.2
  • 14
    • 0035339317 scopus 로고    scopus 로고
    • Three-dimensional inelastic response of a reinforced concrete building during northridge earthquake
    • ASCE
    • De la Llera J, Chopra A, Almazán J. Three-dimensional inelastic response of a reinforced concrete building during northridge earthquake. Journal of Structural Engineering (ASCE) 2001; 127(5):1482-489.
    • (2001) Journal of Structural Engineering , vol.127 , Issue.5 , pp. 1482-1489
    • De la Llera, J.1    Chopra, A.2    Almazán, J.3
  • 17
    • 0038335357 scopus 로고    scopus 로고
    • The Mathworks, Inc. MATLAB, Reference Guide. Natick, MA
    • The Mathworks, Inc. MATLAB, Reference Guide. Natick, MA, 1999.
    • (1999)
  • 19
    • 0003826055 scopus 로고    scopus 로고
    • International Code Council, Inc. Falls Church, Virgina
    • International Code Council, Inc. International Building Code 2000, Falls Church, Virgina, 2000.
    • (2000) International Building Code 2000
  • 20
    • 0028505255 scopus 로고
    • Using accidental eccentricity in code-specified static and dynamic analyses of buildings
    • De la Llera J, Chopra A. Using accidental eccentricity in code-specified static and dynamic analyses of buildings. Earthquake Engineering and Structural Dynamics 1994; 23(9):947-967.
    • (1994) Earthquake Engineering and Structural Dynamics , vol.23 , Issue.9 , pp. 947-967
    • De la Llera, J.1    Chopra, A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.