Особливості методу змінних коефіцієнтів жорсткості основи при розрахунку споруд на податливій основі

Abstract

Described main principles of structure calculation method, that includes variable stiffness of foundation bed. Method of variable stiffness coefficients allows to take into account nonlinear-nonelastic deformation of soil and free deformations of contact surface of foundation bed, and also allow to execute calculation of "building-foundation" installation. This allow to take into account deformation features of soils, that have special characteristics.