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Earthquake Engineering Research - HKU Libraries - The University ...

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402<br />

This trend has also been reported in experiments (Kasai et al., 1993). Meanwhile, the overall forcedisplacement<br />

response is displayed in Fig. 6. Viscous dissipation leads to the development of the<br />

increased temperatures that, in turn, cause thermal softening of the VE layer. This produces the<br />

degradation of the hysteresis loops shown in the figure. Again, this is evident in experiments and must<br />

be properly accounted for in VE damper design. Detailed contour plots of temperature and shear strain<br />

throughout the VE layer at maximum lateral displacement are provided in Fig. 7. Of particular<br />

concern are the shear strain concentrations that appear on the VE-steel interface at the free edges.<br />

<strong>The</strong>se can lead to debonding failures.<br />

Figure 5: VE Damper - Temperature Response<br />

Figure 6: VE Damper - Force-Displacement Response<br />

f .««*-««*,.. *,.•*., f<br />

Figure 7: VE Damper - Temperature and Shear Strain Distributions

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