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

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498<br />

where the coefficients a m and b n with the derivatives in the model are chosen such that the model<br />

captures the frequency dependent properties of the material accurately. For this, the storage and loss<br />

moduli corresponding for this model are compared with the experimentally obtained moduli. <strong>The</strong><br />

coefficients are adjusted to obtain a good fit over the range of frequencies of interest. <strong>The</strong> complex<br />

modulus for this model, which defines the storage and loss moduli, can be expressed as:<br />

(1- a,<br />

(3-6)<br />

Figure 3.1 Mechanical representation of a linear model with 7 parameters<br />

It can be shown that the system shown in Fig. 3.1 is equivalent to the model of Eqn. 3.5. <strong>The</strong><br />

coefficients in Eqn. 3.5 can now be expressed in terms of the spring and damper coefficients in Fig.<br />

3.1. In this study, a third-order model has been used to obtain numerical results. For such a model,<br />

there are seven coefficients, which can be written in terms of the spring coefficients ^...£4 and<br />

damper coefficients c 2 , c 3 , and c 4 as follows:<br />

)+ c ; (*,-'+tf+k- 1 )+c 4 (k- 1 +£+*,-«)]<br />

;)+(^'+A 3 - 1 )(c I +c;)+(fc,- 1 +^')( C 3 +c 4 )l<br />

(3.7)<br />

"L<br />

4A ;<br />

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