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OTsENKA VLIYaNIYa ZAGLUBLENIYa ROSTVERKAPRI KOLEBANIYaKh SVAYNOGO FUNDAMENTA
The expressions to define the parameters of stiffness and damping of the foundation with a deepened pile-cap based on a wave model are offered. For each kind of vibrations, dynamic parameters are defined, with due account to the interaction of a pile-cap with ground. A principle of superposition via summing up corresponding dynamic parameters of pile-cap and piles are used.
OTsENKA VLIYaNIYa ZAGLUBLENIYa ROSTVERKAPRI KOLEBANIYaKh SVAYNOGO FUNDAMENTA
The expressions to define the parameters of stiffness and damping of the foundation with a deepened pile-cap based on a wave model are offered. For each kind of vibrations, dynamic parameters are defined, with due account to the interaction of a pile-cap with ground. A principle of superposition via summing up corresponding dynamic parameters of pile-cap and piles are used.
OTsENKA VLIYaNIYa ZAGLUBLENIYa ROSTVERKAPRI KOLEBANIYaKh SVAYNOGO FUNDAMENTA
A O KOLESNIKOV (Autor:in) / V N POPOV (Autor:in)
2009
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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