Engineering Properties
Design and Modeling
Terms and Symbols
Isolator Testing
Engineering F.A.Q.s
 
Design and Modeling
 
Isolators can be modeled explicitly in analysis software such as
ETABS, SAP2000 and LARSA. When software does not support an
explicit isolator element, a spring element or a short column
may be used to simulate the isolator.
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The behavior of a lead rubber bearing is modeled as a bilinear hysteretic element, with an initial stiffness (Ke), yield force (Fy) and secondary stiffness (K2 or Kd).

For response spectrum analysis the effective stiffness (Keff), and the equivalent viscous damping which is derived from the isolator's EDC (Energy Dissipated per Cycle) are required.

For nonlinear time-history analysis, the bilinear properties of the isolator (initial stiffness Ke, yield force Fy and the secondary stiffness K2) are used. The vertical stiffness of the isolators is also required as part of the element description. An interesting characteristic of elastomeric isolators is that the compression stiffness is about 100 times the tensile stiffness. Care must be taken in modeling the vertical stiffness to ensure the accuracy of the analytical results.

Typical values of these parameters for a wide range of DIS isolators are shown in the Isolator Properties Tables.

DIS can provide specific modeling parameters and assist with the fine tuning of the isolation system throughout the design process.

 
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