A formulation has been proposed for the transfer function of a secondary system response while the primary system is supported on a compliant soil and the excitation comprises of translational ground motion at its base. For this purpose, the earlier formulation of the authors for the fixed-base case
Response of multiply supported secondary systems to earthquakes in frequency domain
✍ Scribed by Dey, Aparna; Gupta, Vinay K.
- Publisher
- John Wiley and Sons
- Year
- 1998
- Tongue
- English
- Weight
- 168 KB
- Volume
- 27
- Category
- Article
- ISSN
- 0098-8847
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✦ Synopsis
A new formulation of the transfer function has been proposed for the seismic analysis of linear, multiply supported secondary systems. The transfer function for a given response quantity has been formulated by directly using the ÿxedbase modes of the primary and secondary systems. This approach is exact and does not involve the determination of the combined system properties. Further, it is applicable to the secondary systems with various mass ratios and conÿgurations. A few example primary-secondary systems have been considered to illustrate the proposed formulation in case of di erent mass ratios. It has also been shown how the proposed formulation can be used to obtain reasonably accurate stochastic estimates of the secondary system responses. ?
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