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the methodology and the associated design charts of this article may need to be refined
inthefutureinordertoprovideimprovedaccuracyandawiderrangeofapplication.For
this reason, a possible application of the proposed methodology in practice should con-
form to the soil, foundation and seismic shaking conditions of the parametric numerical
analyses which wereused herein.
Acknowledgments
The authors wish to express sincere appreciation to Dimitris Karamitros for the unre-
served donation of not published results from his ongoing Doctoral Dissertation studies,
aswellastoDr.AchilleasPapadimitriouforcontributingvaluablecommentsonthecon-
tents of this article, and to Ioannis Chaloulos for managing the parametric numerical
analyses. The first author wishes also to acknowledge the financial support provided by
the General Secretariat for Research and Technology (GSRT) of Greece (Contract No.
∆Π
23 ofDec. 1. 2003).
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