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Characteristic periods of cohesive soil-foundation systems
Characteristic periods associated with both resonant and zero force level phenomena and important in design of soil-structure systems under transient loadings are presented for prototype circular footings supported on cohesive soil; interrelated effects of footing diameters ranging from 5 ft-2 in. to 10 ft-4 in., total weights from 6.41 tons to 25.64 tons, static pressure levels from 2.56 psi to 10.25 psi, and level of dynamic loading are considered; periods vary as power of total weight and inversely as power of contact footing area.
Characteristic periods of cohesive soil-foundation systems
Characteristic periods associated with both resonant and zero force level phenomena and important in design of soil-structure systems under transient loadings are presented for prototype circular footings supported on cohesive soil; interrelated effects of footing diameters ranging from 5 ft-2 in. to 10 ft-4 in., total weights from 6.41 tons to 25.64 tons, static pressure levels from 2.56 psi to 10.25 psi, and level of dynamic loading are considered; periods vary as power of total weight and inversely as power of contact footing area.
Characteristic periods of cohesive soil-foundation systems
World Conference Earthquake Eng
Kondner, R.L. (author)
Proceedings of the 3rd New Zealand World Conference on Earthquake Engineering ; 1965
1965
Conference paper
English
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