Structural Mechanics of Engineering Constructions and Buildings (Jun 2009)
OTsENKA VLIYaNIYa ZAGLUBLENIYa ROSTVERKAPRI KOLEBANIYaKh SVAYNOGO FUNDAMENTA
Abstract
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.
