Journal Article10.1061/JSFEAQ.0000002
Structural Rigidity in Calculating Settlements
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TL;DR: In this paper, a solution of problem of interaction between structure and foundation soil is consistent with orthodox concepts in structural and foundation engineering; simplified process results from simplifications in exact solution; relations established by means of coefficients of load transferrence, make possible exact consideration of rigidity of structure in calculating foundation settlements.
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Abstract: Solution of problem of interaction between structure and foundation soil is consistent with orthodox concepts in structural and foundation engineering; simplified process results from simplifications in exact solution; relations established by means of coefficients of load transferrence, make possible exact consideration of rigidity of structure in calculating foundation settlements.
read more
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Citations
A critical review on idealization and modeling for interaction among soil–foundation–structure system
Sekhar Chandra Dutta,Rana Roy +1 more
TL;DR: The present study makes an attempt to gather the possible alternative models available in the literature for the soil–foundation–structure interaction system with computational validity, efficiency and accuracy needed in improved design of important structures.
364
Building frame - pile foundation - soil interaction analysis: a parametric study
TL;DR: In this article, the effect of soil-structure interaction on a single-storey, two-bay space frame resting on a pile group embedded in the cohesive soil (clay) with flexible cap is examined.
61
Soil-structure interaction in the time domain
TL;DR: In this paper, a three-dimensional visco-elastic finite element formulation for studying the interactive behaviour of space frames, taking into account the stress/strain-time response of supporting soil medium is presented.
48
Building frame-pile foundation-soil interactive analysis
TL;DR: In this paper, the effect of soil-structure interaction on a simple single storeyed and two bay space frame resting on a pile group embedded in the cohesive soil (clay) with flexible cap is examined.
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