Design of sliding-type base isolators by the concept of equivalent damping

Structural Engineering and Mechanics

Volumn 8, Issue 3, 1999, Pages 299-310

  Yang, Yeong Bin ^a   Chen, Yi Chang ^a  

^a NATIONAL TAIWAN UNIVERSITY   (Taiwan)

Author keywords

[No Author keywords available]

Indexed keywords

DAMPING; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; FRICTION; STRUCTURAL ANALYSIS;

EQUIVALENT DAMPING; RESILIENT-FRICTION BASE ISOLATORS (R-FBI);

FOUNDATIONS;

EID: 0033197178     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.1999.8.3.299     Document Type: Article

References (5)

1. Chen, Y.C. (1997), "Analysis of base-isolated systems with sliding surfaces by equivalent linearization", Master's thesis, Department of Civil Engineering, National Taiwan University, Taipei, Taiwan 10617, R.O.C.
2. Constantinou, M.C. and Tadjbakhsh, I.G. (1984), "The optimum design of a base isolation system with factional elements", Earthquake Engineering and Structural Dynamics, 12, 203-214.
3. Kaul, M.K. (1978), "Spectrum consistent time history generation", Journal of Engineering Mechanics Division, ASCE, 104(EM4), 781-788.
4. Mostaghel, N. and Khodaverdian, M. (1987), "Dynamics of resilient-friction base isolator (R-FBI)", Earthquake Engineering and Structural Dynamics, 15, 379-390.
5. Yang, Y.B., Lee, T.Y. and Tsai, I.C. (1990), "Response of multi degree of freedom structures with sliding supports", Earthquake Engineering and Structural Dynamics, 19, 739-752.