title: ÐÐ¸Ð½ÐµÐ¼Ð°ÑÐ¸ÑÐµÑÐºÐ¾Ðµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ðµ Ð¾Ñ Ð±ÑÑÐ¾Ð²Ð·ÑÑÐ²Ð½ÑÑ ÑÐ°Ð±Ð¾Ñ Ð½Ð° Ð·Ð´Ð°Ð½Ð¸Ñ Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ
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: Kinematic impact from drilling and blasting operations on buildings and structures
Creators: name: Ð¢ÑÐ¿ÐºÐ¸Ð½Ð°, ÐÐ¾Ð»Ð¸Ð½Ð°
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±ÑÑÐ¾Ð²Ð·ÑÑÐ²Ð½ÑÐµ ÑÐ°Ð±Ð¾ÑÑ
ÐºÐ¸Ð½ÐµÐ¼Ð°ÑÐ¸ÑÐµÑÐºÐ¾Ðµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ðµ
Ð¸Ð½ÑÑÑÑÐ¼ÐµÐ½ÑÐ°Ð»ÑÐ½Ð°Ñ Ð·Ð°Ð¿Ð¸ÑÑ
Ð¾Ð±ÑÐ°Ð±Ð¾ÑÐºÐ° ÑÐ¸Ð³Ð½Ð°Ð»Ð¾Ð²
Ð¿Ð¾Ð»Ð¾ÑÐ¾Ð²Ð°Ñ ÑÐ¸Ð»ÑÑÑÐ°ÑÐ¸Ñ
Ð¸ÑÐºÐ»ÑÑÐµÐ½Ð¸Ðµ ÑÑÐµÐ½Ð´Ð¾Ð²
Ð¿ÑÑÐ¼Ð¾Ð¹ Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ°ÑÑÐµÑ
drilling and blasting operations
kinematic impact
instrumental recording
signal processing
band-pass filtering
trend exclusion
direct dynamic calculation

description: ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐµ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ¸ Ð¿Ð¾ Ð¾Ð±ÑÐ°Ð±Ð¾ÑÐºÐµ Ð¸Ð½ÑÑÑÑÐ¼ÐµÐ½ÑÐ°Ð»ÑÐ½ÑÑ Ð·Ð°Ð¿Ð¸ÑÐµÐ¹ ÐºÐ¾Ð»ÐµÐ±Ð°Ð½Ð¸Ð¹, Ð²ÑÐ·Ð²Ð°Ð½Ð½ÑÑ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸ÐµÐ¼ Ð±ÑÑÐ¾Ð²Ð·ÑÑÐ²Ð½ÑÑ ÑÐ°Ð±Ð¾Ñ. ÐÐ°Ð´Ð°ÑÐ¸, ÐºÐ¾ÑÐ¾ÑÑÐµ ÑÐµÑÐ°Ð»Ð¸ÑÑ Ð² ÑÐ¾Ð´Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: 1. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð°Ð»Ð³Ð¾ÑÐ¸ÑÐ¼Ð¾Ð² Ð¾Ð±ÑÐ°Ð±Ð¾ÑÐºÐ¸ ÑÐ¸Ð³Ð½Ð°Ð»Ð¾Ð²: Ð¿Ð¾ÑÑÑÐ¾ÐµÐ½Ð¸Ðµ Ð°Ð¼Ð¿Ð»Ð¸ÑÑÐ´Ð½Ð¾-ÑÐ°ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ ÑÐ¿ÐµÐºÑÑÐ°, ÑÐ¸Ð»ÑÑÑÐ°ÑÐ¸Ñ, Ð¸ÑÐºÐ»ÑÑÐµÐ½Ð¸Ðµ ÑÑÐµÐ½Ð´Ð¾Ð² Ð¸ Ð¸Ð½ÑÐµÐ³ÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ; 2.Â  ÐÐµÑÐ¸ÑÐ¸ÐºÐ°ÑÐ¸Ñ Ð°Ð»Ð³Ð¾ÑÐ¸ÑÐ¼Ð¾Ð² Ð¾Ð±ÑÐ°Ð±Ð¾ÑÐºÐ¸ Ð¸Ð½ÑÑÑÑÐ¼ÐµÐ½ÑÐ°Ð»ÑÐ½ÑÑ Ð·Ð°Ð¿Ð¸ÑÐµÐ¹; 3. Ð¢ÐµÑÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ð½Ð¾Ð³Ð¾ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð³Ð¾ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ° Ð¸ Ð°Ð¿ÑÐ¾Ð±Ð°ÑÐ¸Ñ Ð°Ð»Ð³Ð¾ÑÐ¸ÑÐ¼Ð° ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð¼Ð¾Ð½Ð¸ÑÐ¾ÑÐ¸Ð½Ð³Ð° Ð¸ Ð¾Ð±ÑÐ°Ð±Ð¾ÑÐºÐ¸ ÑÐ¸Ð³Ð½Ð°Ð»Ð¾Ð² Ð½Ð° Ð¿ÑÐ¸Ð¼ÐµÑÐµ ÑÐ°ÑÑÐµÑÐ° Ð·Ð´Ð°Ð½Ð¸Ñ, Ð¿Ð¾Ð´Ð²ÐµÑÐ¶ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð±ÑÑÐ¾Ð²Ð·ÑÑÐ²Ð½ÑÑ ÑÐ°Ð±Ð¾Ñ. ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð² ÑÐ°Ð±Ð¾ÑÐµ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð»Ð¸ÑÑ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð¸Ð½ÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¾Ð½Ð½ÑÐµ ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ð¸, Ð² ÑÐ¾Ð¼ ÑÐ¸ÑÐ»Ðµ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ðµ Ð¾Ð±ÐµÑÐ¿ÐµÑÐµÐ½Ð¸Ðµ, Ð±Ð°Ð·Ñ Ð´Ð°Ð½Ð½ÑÑ: Mendeley, ÑÐ¸ÑÑÐ¾Ð²Ð°Ñ Ð±Ð¸Ð±Ð»Ð¸Ð¾ÑÐµÐºÐ° eLIBRARY.RU, Ð±Ð¸Ð±Ð»Ð¸Ð¾Ð³ÑÐ°ÑÐ¸ÑÐµÑÐºÐ°Ñ Ð±Ð°Ð·Ð° Ð´Ð°Ð½Ð½ÑÑ Scopus, ÐÐ SCAD Office, ÐÐÐ Ð 10, ÑÐ·ÑÐº Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Python. Ð ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ» Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½ Ð°Ð½Ð°Ð»Ð¸Ð· Ð¼Ð¸ÑÐ¾Ð²Ð¾Ð¹ Ð¸ Ð¾ÑÐµÑÐµÑÑÐ²ÐµÐ½Ð½Ð¾Ð¹ Ð»Ð¸ÑÐµÑÐ°ÑÑÑÑ Ð¸ Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÑ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ¾Ð² Ð¿Ð¾ ÑÐµÐ¼Ðµ ÑÐ°Ð±Ð¾ÑÑ. ÐÑÐ±ÑÐ°Ð½Ð½Ð°Ñ ÑÐµÐ¼Ð° Ð°ÐºÑÑÐ°Ð»ÑÐ½Ð° Ð² ÑÐ²ÑÐ·Ð¸ Ð½ÐµÐ´Ð¾ÑÑÐ°ÑÐ¾ÑÐ½Ð¾Ð¹ Ð¾ÑÐ²ÐµÑÐµÐ½Ð½Ð¾ÑÑÑÑ Ð¸Ð·-Ð·Ð° ÑÐ°ÑÐ¿Ð¾Ð»Ð¾Ð¶ÐµÐ½Ð¸Ñ Ð½Ð° Ð¿ÐµÑÐµÑÐµÑÐµÐ½Ð¸Ð¸ ÑÐ°ÐºÐ¸Ñ Ð¾Ð±Ð»Ð°ÑÑÐµÐ¹, ÐºÐ°Ðº ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÐ½Ð°Ñ Ð¼ÐµÑÐ°Ð½Ð¸ÐºÐ°, Ð³Ð¾ÑÐ½Ð¾Ðµ Ð´ÐµÐ»Ð¾, Ð¾Ð±ÑÐ°Ð±Ð¾ÑÐºÐ° ÑÐ¸ÑÑÐ¾Ð²ÑÑ ÑÐ¸Ð³Ð½Ð°Ð»Ð¾Ð². Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ» Ð½Ð°Ð¿Ð¸ÑÐ°Ð½ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½ÑÐ¹ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑ SeismoBlast, Ð² ÐºÐ¾ÑÐ¾ÑÐ¾Ð¼ ÑÐµÐ°Ð»Ð¸Ð·Ð¾Ð²Ð°Ð½Ñ Ð°Ð»Ð³Ð¾ÑÐ¸ÑÐ¼Ñ Ð´Ð»Ñ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ Ð¾Ð±ÑÐ°Ð±Ð¾ÑÐºÐ¸ Ð¸Ð½ÑÑÑÑÐ¼ÐµÐ½ÑÐ°Ð»ÑÐ½ÑÑ Ð·Ð°Ð¿Ð¸ÑÐµÐ¹ ÐºÐ¾Ð»ÐµÐ±Ð°Ð½Ð¸Ð¹, Ð²ÑÐ·Ð²Ð°Ð½Ð½ÑÑ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸ÐµÐ¼ Ð±ÑÑÐ¾Ð²Ð·ÑÑÐ²Ð½ÑÑ ÑÐ°Ð±Ð¾Ñ. ÐÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½ÑÐ¹ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑ Ð²ÐµÑÐ¸ÑÐ¸ÑÐ¸ÑÐ¾Ð²Ð°Ð½ Ð¿ÑÐ¸ Ð¿Ð¾Ð¼Ð¾ÑÐ¸ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ñ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ Ð² Ð½ÐµÐ¼ ÑÐµÑÐµÐ½Ð¸Ð¹ Ñ Ð°Ð½Ð°Ð»Ð¸ÑÐ¸ÑÐµÑÐºÐ¸Ð¼Ð¸ Ð¸ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÐ¼Ð¸ Ð² Ð´ÑÑÐ³Ð¸Ñ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð°Ñ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ð¼Ð¸. Ð ÑÐ°Ð±Ð¾ÑÐµ Ñ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸ÐµÐ¼ ÐÐ SeismoBlast Ð½Ð° Ð¾Ð´Ð½Ð¾Ð¼ Ð¸Ð· ÑÑÐ°Ð¿Ð¾Ð² Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½ ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¸Ð¹ Ð¼Ð¾Ð½Ð¸ÑÐ¾ÑÐ¸Ð½Ð³ ÑÑÑÐµÑÑÐ²ÑÑÑÐµÐ³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ, Ð¿Ð¾Ð´Ð²ÐµÑÐ¶ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð±ÑÑÐ¾Ð²Ð·ÑÑÐ²Ð½ÑÑ ÑÐ°Ð±Ð¾Ñ. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ ÑÑÐ°ÑÐ¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð¸ Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ ÑÐ°ÑÑÐµÑÐ¾Ð² ÑÑÑÐ°Ð½Ð¾Ð²Ð»ÐµÐ½Ð¾, ÑÑÐ¾ Ð½ÐµÑÑÑÐ°Ñ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÑ Ð½ÐµÐºÐ¾ÑÐ¾ÑÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð½Ðµ Ð¾Ð±ÐµÑÐ¿ÐµÑÐµÐ½Ð° Ð¸ ÑÐ²ÐµÐ»Ð¸ÑÐµÐ½Ð¸Ðµ ÐºÐ¸Ð½ÐµÐ¼Ð°ÑÐ¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð±ÑÑÐ¾Ð²Ð·ÑÑÐ²Ð½ÑÑ ÑÐ°Ð±Ð¾Ñ Ð½ÐµÐ´Ð¾Ð¿ÑÑÑÐ¸Ð¼Ð¾.
description: This work is devoted to the development of a methodology for processing instrument records of vibrations caused by the impact of drilling and blasting operations. The tasks that were solved during the research are as follows: 1. Development of signal processing algorithms such as construction of amplitude-frequency spectrum, filtration, elimination of trends and integration; 2.Â  Verification of algorithms for processing instrument records; 3. Testing of the developed program complex and approbation of the algorithm of seismic monitoring and signal processing on the example of calculation of a building exposed to the impact of drilling and blasting operations. The following information technologies were used in the work to achieve the results, including software, databases: Mendeley, digital library eLIBRARY.RU, bibliographic database Scopus, SCAD Office, LIRA 10, programming language Python. In the work the world and domestic literature and regulatory documents on the topic of work were analyzed. The chosen topic is relevant due to insufficient discussion because it occupies a position between such areas as structural mechanics, mining engineering, digital signal processing. SeismoBlast was used to perform one of the seismic monitoring phases of an existing building exposed to the effects of drilling and blasting operations. As a result of static and dynamic calculations, it was determined that the load-bearing capacity of several structures is not ensured and the increase in the kinematic impact of drilling and blasting is not acceptable.