ACCURACY EVALUATIONOF THE NONLINEAR STATIC ANALYSIS METHOD OF THE STRUCTURES SEISMIC RESISTANCE

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Abstract


The article considers the practical application of a technique of nonlinear static analysis of seismic resistance of buildings and structures. The calculation of one-storey steel frame, by nonlinear static and nonlinear dynamic methodsis fulfiled. As a result of analysis of the calcu- lation, results show the importance of higher vibration modes and the need to analyze their effects on the system response


G A DZHINCHVELASHVILI

Principal contact for editorial correspondence.
guram2004@yandex.ru
Moscow State University of Civil Engineering (National Research University) 129337, Moscow, Russia

д.т.н., профессор

S V BULUSHEV

sergey.bulushev@gmail.com
Moscow State University of Civil Engineering (National Research University) 129337, Moscow, Russia

инженер

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