title: ÐÐ±ÐµÑÐ¿ÐµÑÐµÐ½Ð¸Ðµ ÑÐµÐ¹ÑÐ¼Ð¾ÑÑÐ¾Ð¹ÐºÐ¾ÑÑÐ¸ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ¾Ð² ÑÑÑÐ±Ð¾ÑÑÑÐ°Ð½Ð¾Ð²Ð¾Ðº Ð½Ð° Ð¿ÑÐ¸Ð¼ÐµÑÐµ ÐÐ­Ð¡ ÐÑÑÐµÑ-2
title: Ð¼Ð°Ð³Ð¸ÑÑÐµÑÑÐºÐ°Ñ Ð´Ð¸ÑÑÐµÑÑÐ°ÑÐ¸Ñ
titleType: Subtitle
Creators: name: Ð¢Ð°ÑÐ°ÑÐ¾Ð², ÐÐ»Ð°Ð´Ð¸Ð¼Ð¸Ñ
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: 2016
Subjects: ÐÑÐ¾Ð¼Ð½ÑÐµ ÑÐ»ÐµÐºÑÑÐ¸ÑÐµÑÐºÐ¸Ðµ ÑÑÐ°Ð½ÑÐ¸Ð¸
Ð¢ÑÑÐ±Ð¸Ð½Ð½ÑÐµ ÑÑÑÐ°Ð½Ð¾Ð²ÐºÐ¸
Ð¤ÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÑ

description: ÐÐ°Ð½Ð½Ð°Ñ ÐÐÐ  Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð°Ð½Ð°Ð»Ð¸Ð·Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð² ÑÐµÐ¹ÑÐ¼Ð¾Ð¸Ð·Ð¾Ð»ÑÑÐ¸Ð¸. ÐÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¾ Ð½Ð° Ð¿ÑÐ¸Ð¼ÐµÑÐµ Ð·Ð´Ð°Ð½Ð¸Ñ ÑÑÑÐ±Ð¸Ð½Ñ ÐÐ­Ð¡ ÐÑÑÐµÑ-2, Ð² ÑÐ°ÑÑÐ½Ð¾ÑÑÐ¸ Ð½Ð° Ð¿ÑÐ¸Ð¼ÐµÑÐµ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ° ÑÑÑÐ±Ð¾ÑÑÑÐ°Ð½Ð¾Ð²ÐºÐ¸. Ð ÑÐ°Ð±Ð¾ÑÐµ Ð¾ÑÐ²ÐµÑÐ°ÑÑÑÑ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÐµ Ð²Ð°ÑÐ¸Ð°Ð½ÑÑ ÑÐµÑÐµÐ½Ð¸Ñ Ð·Ð°Ð´Ð°ÑÐ¸ Ð¿Ð¾ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾Ð³Ð¾ ÑÑÐ¾Ð²Ð½Ñ ÑÐµÐ¹ÑÐ¼Ð¾ÑÑÐ¾Ð¹ÐºÐ¾ÑÑÐ¸ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ° ÑÑÑÐ±Ð¾ÑÑÑÐ°Ð½Ð¾Ð²ÐºÐ¸, Ð¿ÑÐ¸ ÑÑÐ¾Ð¼ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½ÑÐ¹ Ð²Ð°ÑÐ¸Ð°Ð½Ñ. ÐÐ¾Ð´ÑÐ¾Ð±Ð½Ð¾ Ð¿ÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ñ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÑ ÑÐ°ÑÑÑÑÐ° ÑÑÐµÑÑÐµÐ³Ð¾ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ° ÑÐ°ÑÑÑÑÐ½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ - Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ñ Ð´Ð²Ð¾Ð¹Ð½Ð¾Ð¹ ÑÐµÐ¹ÑÐ¼Ð¾Ð¸Ð·Ð¾Ð»ÑÑÐ¸ÐµÐ¹. ÐÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ñ Ð´Ð¾ÑÑÐ¾Ð¸Ð½ÑÑÐ²Ð° Ð¸ Ð½ÐµÐ´Ð¾ÑÑÐ°ÑÐºÐ¸, ÑÐ²ÑÐ·Ð°Ð½Ð½ÑÐµ Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð´Ð°Ð½Ð½Ð¾Ð³Ð¾ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ. Ð¢Ð°ÐºÐ¶Ðµ Ð² Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¾ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ Ð¼ÐµÑÐ¾Ð´Ð¸Ðº Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ñ Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¸Ñ Ð¶ÐµÑÑÐºÐ¾ÑÑÐµÐ¹ Ð³ÑÑÐ½ÑÐ¾Ð² Ð¿Ð¾ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÐ¼ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÐ¼ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°Ð¼. ÐÐ¾Ð¼Ð¸Ð¼Ð¾ Ð²ÑÑÐµÐ¿ÐµÑÐµÑÐ¸ÑÐ»ÐµÐ½Ð½Ð¾Ð³Ð¾, Ð² ÑÐ°Ð±Ð¾ÑÐµ Ð¿ÑÐ¸Ð²Ð¾Ð´Ð¸ÑÑÑ Ð¿Ð¾Ð´ÑÐ¾Ð±Ð½ÑÐ¹ Ð¾Ð±Ð·Ð¾Ñ ÑÑÑÐµÑÑÐ²ÑÑÑÐ¸Ñ ÑÐµÐ¹ÑÐ¼Ð¾Ð¸Ð·Ð¾Ð»Ð¸ÑÑÑÑÐ¸Ñ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð²: Ð¸Ñ ÐºÐ»Ð°ÑÑÐ¸ÑÐ¸ÐºÐ°ÑÐ¸Ñ Ð¸ Ð¿ÑÐ¸Ð½ÑÐ¸Ð¿ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð°, Ð° ÑÐ°ÐºÐ¶Ðµ Ð¿Ð¾Ð´ÑÐ¾Ð±Ð½Ð¾ Ð¾ÑÐ²ÐµÑÐµÐ½Ñ Ð¾ÑÐ¾Ð±ÐµÐ½Ð½Ð¾ÑÑÐ¸ ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¸Ñ ÑÐ°ÑÑÑÑÐ¾Ð² ÐÐ­Ð¡.
description: This final qualifying work is devoted to the analysis of different variants of seismoisolation. Research is conducted on the example of the building of the turbine of the NPP Bushehr-2, in particular on the example of the foundation of the turbine. The paper comprises different variants for solving the problem to achieve the necessary level of seismic resistance of turbine foundation, at the same time determined the best option. Results of calculation of the third version of design model - model with double seismoisolation are in detail analysed. Identified advantages and disadvantages associated with ussing such constructive solutions. Also the comparison of methodologies of calculation dynamic inflexibilities of soils is conducted in this research. In addition, the paper included the detailed review of the existing seismoisolating elements, their classification and the principle structure, and also discussed in detail especially NPP seismic calculations.