title: ÐÐ¾Ð²ÑÑÐµÐ½Ð¸Ðµ Ð½Ð°Ð´ÑÐ¶Ð½Ð¾ÑÑÐ¸ ÑÐ°Ð±Ð¾ÑÑ Ð¿ÐµÑÐµÑ Ð¾Ð´Ð½Ð¾Ð³Ð¾ Ð¼Ð¾ÑÑÐ°
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: Improving the reliability of the pedestrian bridge
Creators: name: ÐÐ¾ÑÐ¾Ð·Ð¾Ð²Ð°, ÐÐºÐ°ÑÐµÑ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: 2023
Subjects: ÐÐ¾ÑÑÑ
ÐÐµÐ¼Ð¿ÑÐµÑÑ
ÐºÐ¾Ð»ÐµÐ±Ð°Ð½Ð¸Ñ Ð¾Ñ Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸
ÑÐµÐ´ÐµÐ²ÐµÐ»Ð¾Ð¿Ð¼ÐµÐ½Ñ Ð¿ÑÐ¾Ð¼ÑÑÐ»ÐµÐ½Ð½ÑÑ
fluctuations from dynamic load
redevelopment of industrial

description: Ð¡ÑÑÑ ÑÐ°Ð±Ð¾ÑÑ - ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° ÑÐ¸ÑÑÐ¾Ð²Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð¼Ð¾ÑÑÐ° Ð¸ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ðµ Ð´ÐµÐ¼Ð¿ÑÐµÑÐ¾Ð² Ð´Ð»Ñ ÑÐ½Ð¸Ð¶ÐµÐ½Ð¸Ñ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð¾Ñ Ð¿ÐµÑÐµÑÐ¾Ð´Ð½Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸. 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·ÑÑÐµÐ½Ð¸Ñ Ð¾Ð¿ÑÑÐ° Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ Ð´ÐµÐ¼Ð¿ÑÐµÑÐ¾Ð² Ð² Ð Ð¾ÑÑÐ¸Ð¸ Ð¸ Ð² Ð¼Ð¸ÑÐµ; 2. ÐÐ½Ð°Ð»Ð¸Ð· ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸Ðº Ð¼Ð¾ÑÑÐ° Ð¸ ÐµÐ³Ð¾ Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ 3. Ð Ð°ÑÑÑÑ Ð´ÐµÐ¼Ð¿ÑÐµÑÐ° Ð´Ð»Ñ ÐºÐ¾Ð½ÐºÑÐµÑÐ½Ð¾Ð³Ð¾ Ð¼Ð¾ÑÑÐ¾Ð²Ð¾Ð³Ð¾ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ, Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ðµ Ð² Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð¼Ð¾ÑÑÐ°; 4. Ð Ð°ÑÑÑÑ ÐºÐ¾Ð»ÐµÐ±Ð°Ð½Ð¸Ð¹ Ð¾Ñ Ð¿ÐµÑÐµÑÐ¾Ð´Ð½Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸ 5. ÐÐ½Ð°Ð»Ð¸Ð· ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð¸ Ð²ÑÐ½ÐµÑÐµÐ½Ð¸Ðµ ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸Ð¹ Ð¿Ð¾ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ Ð´ÐµÐ¼Ð¿ÑÐµÑÐ¾Ð². Ð Ð¼Ð°Ð³Ð¸ÑÑÐµÑÑÐºÐ¾Ð¹ Ð´Ð¸ÑÑÐµÑÑÐ°ÑÐ¸Ð¸ Ð¸Ð·ÑÑÐµÐ½ Ð¾Ð¿ÑÑ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð´ÐµÐ¼Ð¿ÑÐ¸ÑÑÑÑÐ¸Ñ ÑÑÑÑÐ¾Ð¹ÑÑÐ² Ð½Ð°Ð´ÑÑÑÐ¾ÐµÐ½Ð½Ð¾Ð¹ Ð¼Ð°ÑÑÑ. Ð ÑÐ¾Ð´Ðµ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ Ð·Ð°Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ Ð¿ÐµÑÐµÑÐ¾Ð´Ð½Ð¾Ð³Ð¾ Ð¼Ð¾ÑÑÐ° Â«ÐÑÐ°ÑÐ½ÑÐ¹ ÑÑÐ´Ð¾ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÂ» Ð¸ Ð´ÐµÐ¼Ð¿ÑÐµÑ, ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸ÐºÐ¸ ÐºÐ¾ÑÐ¾ÑÐ¾Ð³Ð¾ Ð±ÑÐ»Ð¸ ÑÐ°ÑÑÑÐ¸ÑÐ°Ð½Ñ Ð¿Ð¾Ð´ Ð´Ð°Ð½Ð½ÑÐ¹ Ð¼Ð¾ÑÑ. ÐÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ðµ ÐÐ Midas Civil Ð¿Ð¾Ð·Ð²Ð¾Ð»Ð¸Ð»Ð¾ Ð¾Ð±ÑÐµÐºÑÐ¸Ð²Ð½Ð¾ Ð¾ÑÐµÐ½Ð¸ÑÑ Ð²Ð¾Ð·Ð½Ð¸ÐºÐ°ÑÑÐ¸Ðµ ÐºÐ¾Ð»ÐµÐ±Ð°Ð½Ð¸Ñ Ð¾Ñ Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ¾Ð¹ Ð¿ÐµÑÐµÑÐ¾Ð´Ð½Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸, Ð° ÑÐ°ÐºÐ¶Ðµ Ð¾ÑÐµÐ½Ð¸ÑÑ Ð¸Ð·Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ Ñ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸ÐµÐ¼ ÑÑÑÑÐ¾Ð¹ÑÑÐ². ÐÐ°Ð»ÐµÐµ Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÑÐ½ Ð°Ð½Ð°Ð»Ð¸Ð· Ð¸ Ð´Ð°Ð½Ñ ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸Ð¸ Ð¿Ð¾ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ. ÐÐ°Ð½Ð½Ð°Ñ ÑÐµÐ¼Ð° Ð¾ÑÐ¾Ð±ÐµÐ½Ð½Ð¾ Ð°ÐºÑÑÐ°Ð»ÑÐ½Ð° Ð´Ð»Ñ ÑÐµÐ³Ð¸Ð¾Ð½Ð¾Ð², Ð³Ð´Ðµ Ð½Ð°ÑÐ¾Ð´Ð¸ÑÑÑ Ð±Ð¾Ð»ÑÑÐ¾Ðµ ÐºÐ¾Ð»Ð¸ÑÐµÑÑÐ²Ð¾ Ð°ÑÑÐ¸ÑÐµÐºÑÑÑÐ½ÑÑ Ð¼Ð¾ÑÑÐ¾Ð², Ðº Ð¿ÑÐ¸Ð¼ÐµÑÑ Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³.
description: The essence of the work is the development of a digital model of the bridge and the use of dampers to reduce the impact of pedestrian load. Tasks that were solved during the study: 1. Studying the experience of using dampers in Russia and in the world; 2. Analysis of bridge characteristics and its modeling 3. Calculation of the damper for a specific bridge structure, application in the bridge model; 4. Calculation of fluctuations from pedestrian load 5. Analysis of the results and making recommendations on the use of dampers. In the masters thesis, the experience of designing and using damping devices of superstructured mass was studied. During the work, the construction of the pedestrian bridge "Krasny Sudostroitel" and a damper were modeled, the characteristics of which were calculated for this bridge. "Civil Midas", as well as to evaluate changes with the use of devices. Further analysis is made and recommendations for use are given. This topic is especially relevant for regions where there are a large number of architectural bridges, for example St. Petersburg.â