title: ÐÐ¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¾Ðµ Ð²Ð·Ð°Ð¸Ð¼Ð¾Ð´ÐµÐ¹ÑÑÐ²Ð¸Ðµ ÑÐµÐ¹ÑÐ¼Ð¾Ð¸Ð·Ð¾Ð»Ð¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÑ Ð·Ð´Ð°Ð½Ð¸Ð¹ ÐÐ­Ð¡ Ñ Ð³ÑÑÐ½ÑÐ¾Ð²ÑÐ¼ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°
titleType: Subtitle
title: Dynamic interaction of the base isolated NPP buildings with the soil foundation
Creators: name: Ð¡ÐµÐ¼ÐµÐ½Ð¾Ð², ÐÐ°Ð½Ð¸Ð¸Ð»
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2021
Subjects: ÐÐ¸Ð½Ð°Ð¼Ð¸ÐºÐ° ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹
ÐÑÐ¾Ð¼Ð½ÑÐµ ÑÐ»ÐµÐºÑÑÐ¸ÑÐµÑÐºÐ¸Ðµ ÑÑÐ°Ð½ÑÐ¸Ð¸
Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ°ÑÑÐµÑ
Ð¼ÐµÑÐ¾Ð´ ÐºÐ¾Ð½ÐµÑÐ½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð²
Ð²Ð·Ð°Ð¸Ð¼Ð¾Ð´ÐµÐ¹ÑÑÐ²Ð¸Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ñ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼
ÑÐµÐ¹ÑÐ¼Ð¾Ð¸Ð·Ð¾Ð»ÑÑÐ¸Ñ
ÑÐ¿ÐµÐºÑÑÑ Ð¾ÑÐºÐ»Ð¸ÐºÐ°

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description: This work is devoted to the analysis of the influence of the dynamic interaction of structures with the base on the seismic response of building structures. Tasks that were solved during the study: 1. Taking into account the frequency dependence of the dynamic characteristics of the soil under seismic impact. 2. Analysis of the impact of embedment on the results of dynamic calculation. 3. Comparative dynamic calculation with different methods of accounting for the interaction of the structure with the soil foundation. 4. Modeling and dynamic calculation of a seismically isolated structure. The research methods are based on the analysis of existing calculation methods, comparative numerical calculations based on various methods of accounting for the dynamic interaction of the structure with the base, verification of calculation schemes based on available analytical and experimental data. As a result of the calculations, the excessive conservativeness of the normative methodology for accounting for the interaction of the structure with the base is proved. It is established that taking into account the depth of the structure can increase the seismic response of structures. A dynamic calculation of the seismically isolated structure was performed. With a more detailed method of modeling the interaction of the structure with the base, taking into account the frequency dependence of the dynamic characteristics of the soil, the response of the structure was greater than with the standard method of modeling the soil.