Дослідження взаємодії багатоповерхових будівель як елементів системи «основа – фундамент – надземні конструкції» при статичних та динамічних навантаженнях

Abstract

The article provides a comparative analysis of several computing models used for the eigenvalue and oscillation form analysis of the system “soil base – foundation – overhead constructions”. It contains results of the stress-strain state estimation of the actual multi-story building design in the seismically active area and shows one of the anti-seismic measure construction design for multi-story buildings. Analysis was performed according to the requirements listed in the construction code DBN V.1.1- 12:2006 using an automated system of the scientific research (ASSR) “VESNA” and ASSR “SCAD”.