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A study on the effects of the foundation compliance on the response of yielding structures using dimensional analysis

✍ Scribed by Dimitris Pitilakis; Nicos Makris

Publisher
Springer
Year
2010
Tongue
English
Weight
775 KB
Volume
8
Category
Article
ISSN
1570-761X

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## Abstract In this research, a parametric study is carried out on the effect of soil–structure interaction on the ductility and strength demand of buildings with embedded foundation. Both kinematic interaction (KI) and inertial interaction effects are considered. The sub‐structure method is used i