title: ÐÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ 25-ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½ÑÐ¼ Ð¿Ð°ÑÐºÐ¸Ð½Ð³Ð¾Ð¼ Ð² ÐÑÑÐ¼Ð°Ð½ÑÐºÐµ
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð±Ð°ÐºÐ°Ð»Ð°Ð²ÑÐ°
titleType: Subtitle
title: High-rise building of 25-storey business center with underground parking in Murmansk
Creators: name: ÐÐ¼Ð°ÐºÐ¾Ð²ÑÐºÐ¸Ð¹, ÐÐ²Ð°Ð½
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: 2024
Subjects: Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ
Ð²ÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¾Ðµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ðµ
ÑÐ¿ÑÐ¾ÑÐµÐ½Ð½Ð°Ñ Ð¼Ð¾Ð´ÐµÐ»Ñ
ÑÐ°ÑÑÐµÑÐ½ÑÐ¹ ÐºÐ°ÑÐºÐ°Ñ
business center
high-rise building
seismic impact
simplifed model
design framework

description: Ð¦ÐµÐ»ÑÑ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐ²Ð»ÑÐµÑÑÑ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ Ð¾ÑÐºÐ»Ð¸ÐºÐ° ÐºÐ°ÑÐºÐ°ÑÐ° Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð½Ð° ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¾Ðµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ðµ Ð±ÑÑÐ¾Ð²Ð·ÑÑÐ²Ð½ÑÑ ÑÐ°Ð±Ð¾Ñ Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ ÑÐºÐ²Ð¸Ð²Ð°Ð»ÐµÐ½ÑÐ½ÑÑ Ð¼Ð¾Ð´ÐµÐ»ÐµÐ¹. ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð½Ð¾Ð¹ ÑÐµÐ»Ð¸ Ð±ÑÐ»Ð¸ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸: 1. ÐÐ·ÑÑÐµÐ½Ð¸Ðµ Ð¼ÐµÑÐ¾Ð´Ð¾Ð² Ð¾Ð±ÑÐ°Ð±Ð¾ÑÐºÐ¸ ÑÐ¸Ð³Ð½Ð°Ð»Ð¾Ð² ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ ÐºÐ¾Ð»ÐµÐ±Ð°Ð½Ð¸Ñ; 2. ÐÑÐ¿Ð¾Ð»Ð½Ð¸ÑÑ ÑÐ°ÑÑÐµÑ ÐºÐ°ÑÐºÐ°ÑÐ° Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð¿Ð¾Ð»Ð½Ð¾Ð¹ Ð¸ ÑÐ¿ÑÐ¾ÑÐµÐ½Ð½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð½Ð° ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¾Ðµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ðµ Ð±ÑÑÐ¾Ð²Ð·ÑÑÐ²Ð½ÑÑ ÑÐ°Ð±Ð¾Ñ Ð¸ Ð·ÐµÐ¼Ð»ÐµÑÑÑÑÐµÐ½Ð¸Ð¹; 3. ÐÐ½Ð°Ð»Ð¸Ð· Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð² Ð¿Ð¾Ð»Ð½Ð¾Ð¹ Ð¸ ÑÐ¿ÑÐ¾ÑÐµÐ½Ð½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸. Ð ÑÐ¾Ð´Ðµ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ» Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½ ÑÐ°ÑÑÐµÑ ÐºÐ°ÑÐºÐ°ÑÐ° Ð¿Ð¾Ð»Ð½Ð¾Ð¹ Ð¸ ÑÐ¿ÑÐ¾ÑÐµÐ½Ð½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð½Ð° ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¾Ðµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ðµ Ð±ÑÑÐ¾Ð²Ð·ÑÑÐ²Ð½ÑÑ ÑÐ°Ð±Ð¾Ñ Ð¸ Ð·ÐµÐ¼Ð»ÐµÑÑÑÑÐµÐ½Ð¸Ð¹. ÐÐ¾ Ð¸ÑÐ¾Ð³Ñ Ð´Ð°Ð½Ð½Ð¾Ð³Ð¾ ÑÐ°ÑÑÐµÑ Ð±ÑÐ»Ð¾ Ð²ÑÑÐ²Ð»ÐµÐ½Ð¾, ÑÑÐ¾ ÑÐ¿ÑÐ¾ÑÐµÐ½Ð½Ð°Ñ Ð¼Ð¾Ð´ÐµÐ»Ñ, Ð¸Ð¼ÐµÑÑÐ°Ñ ÑÑÐ¼Ð¼Ð°ÑÐ½ÑÑ Ð¶ÐµÑÑÐºÐ¾ÑÑÑ Ð²ÑÐµÐ³Ð¾ ÐºÐ°ÑÐºÐ°ÑÐ°, ÑÐ²Ð»ÑÐµÑÑÑ ÑÐºÐ²Ð¸Ð²Ð°Ð»ÐµÐ½ÑÐ½Ð¾Ð¹, Ð¸ Ð¼Ð¾Ð¶ÐµÑ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°ÑÑÑÑ Ð´Ð»Ñ Ð¿ÑÐ¸Ð½ÑÑÐ¸Ñ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð² Ð°ÑÑÐ¸ÑÐµÐºÑÑÑÐ½Ð¾Ð¹ ÑÑÐ°Ð´Ð¸Ð¸. ÐÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ðµ ÑÐ¿ÑÐ¾ÑÐµÐ½Ð½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ ÑÐ²Ð»ÑÐµÑÑÑ ÑÐºÑÐ¿ÑÐµÑÑ-Ð¼ÐµÑÐ¾Ð´Ð¾Ð¼ ÑÐ°ÑÑÐµÑÐ° ÐºÐ°ÑÐºÐ°ÑÐ° Ð¸ Ð¿Ð¾Ð·Ð²Ð¾Ð»ÑÐµÑ ÑÑÐºÐ¾ÑÐ¸ÑÑ Ð¿ÑÐ¾ÑÐµÑÑ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ.
description: The purpose of the study is to compare the response of the frame of a high-rise building to the seismic impact of drilling and blasting with the use of equivalent models. To achieve the goal the following tasks were set: 1. Studying the methods of seismic vibration signal processing; 2. Calculate the frame of a high-rise building with full and simplified models for seismic im-pact of drilling and blasting operations and earthquakes; 3. Analyze the results obtained in the full and simplified model. In the course of work the calculation of the frame of the full and simplified model on seismic impact of drilling and blasting works and earthquakes was made. As a result of this calculation it was found that the simplified model, which has the total stiffness of the entire frame, is equivalent, and can be used for decision-making in the architectural stage. The use of the simplified model is an express method of frame calculation and allows to speed up the design process.