ГРАДІЄНТНИЙ АНАЛІЗ СУМІСНОЇ РОБОТИ СИСТЕМИ "БУДІВЛЯ–ФУНДАМЕНТ–ОСНОВА" В ПРОСТОРОВІЙ ПОСТАНОВЦІ

Abstract

Change of internal efforts in horizontal and vertical elements is researched. It is made the gradient analysis of redistribution of efforts in a real building in geometrically nonlinear statement, at the account of work of the soil basis, it is noted the general laws and it is revealed effect increased load in peripheral and unloading of central zones is confirmed.