Stochastic response of rigid foundations
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Artur Luna Pais; Eduardo Kausel
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Article
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1990
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John Wiley and Sons
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English
โ 660 KB
## Abstract While the study of kinematic interaction (i.e. the dynamic response of massless foundations to seismic loads) calls, in general, for advanced analytical and numerical techniques, an excellent approximation was proposed recently by Iguchi.^1,2^ This approximation was used by the authors