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System response analyses of base-isolated structures to earthquake ground motions

Conference ·
OSTI ID:5523683
;  [1];  [2]
  1. Argonne National Lab., IL (USA)
  2. Northern Illinois Univ., De Kalb, IL (USA)
Seismic isolation is one of the most significant earthquake engineering developments in recent years. This paper describes system response analyses of base-isolated structures to earthquake ground motions. Emphasis is placed on the adaptation of a nonlinear constitutive model for the elastomeric isolation bearing together with the treatment of foundation embedment for the soil-structure- interaction analysis. The constitutive model requires six input parameters derived from bearing experimental data under sinusoidal loading. The characteristic behavior of bearing, such as the variation of shear modulus and material damping with the change of maximum shear deformation, can be captured closely by the formulation. In the treatment of soil embedment a spring method is utilized to evaluate the foundation input motion as well as soil stiffness and damping. The above features have been incorporated into a three-dimensional system response program, SISEC, developed at Argonne National Laboratory (ANL) (Wang et al. 1991). Sample problems are presented to illustrate the relative response of isolated and unisolated structures. 5 refs., 7 figs.
Research Organization:
Argonne National Lab., IL (United States)
Sponsoring Organization:
DOE; USDOE, Washington, DC (United States)
DOE Contract Number:
W-31109-ENG-38
OSTI ID:
5523683
Report Number(s):
ANL/CP-71314; CONF-910817--18; ON: DE91015685
Country of Publication:
United States
Language:
English