title: ÐÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ Ð°ÑÑÑÐ¸Ð³ÐµÑÐ½Ð¾Ð³Ð¾ ÑÑÐ°Ð¶Ð° Ð² Ð²ÑÑÐ¾ÑÐ½ÑÑ Ð·Ð´Ð°Ð½Ð¸ÑÑ Ð½Ð° ÑÑÐ°Ð»ÑÐ½Ð¾Ð¼ ÐºÐ°ÑÐºÐ°ÑÐµ
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: Outrigger floor structure in high-rise buildings on a steel frame
Creators: name: Ð§Ð¶Ð°Ð½ ÐÑÐ¸Ð½Ñ
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¡ÐµÐ¹ÑÐ¼Ð¾ÑÑÐ¾Ð¹ÐºÐ¸Ðµ Ð·Ð´Ð°Ð½Ð¸Ñ Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ
ÐÐ¿Ð¾ÑÑ
Ð²ÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
Ð°ÑÑÑÐ¸Ð³ÐµÑ
BRB
ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¾Ðµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ðµ
ÑÐµÐ¹ÑÐ¼Ð¾ÑÑÐ¾Ð¹ÐºÐ¸Ðµ Ñ Ð°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸ÐºÐ¸

description: ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¸Ð·ÑÑÐµÐ½Ð¸Ñ ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¸Ñ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸Ðº Ð°ÑÑÑÐ¸Ð³ÐµÑÑ ÑÐµÑÐ¼ BRB Ð¿ÑÐ¸ ÑÐ°ÑÑÑÑ Ð·ÐµÐ¼Ð»ÐµÑÑÑÑÐµÐ½Ð¸ÑÑ. Ð¦ÐµÐ»Ñ Ð´Ð¸ÑÑÐµÑÑÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð³Ð¾ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ:ÑÑÐ°Ð²Ð½Ð¸ÑÑ ÑÐ°Ð±Ð¾ÑÑ Ð¾Ð±ÑÐµÐ³Ð¾ Ð¸ BRB Ð°ÑÑÑÐ¸Ð³ÐµÑÐ¾Ð² Ð² Ð²ÑÑÐ¾ÑÐ½ÑÑ Ð·Ð´Ð°Ð½Ð¸ÑÑ Ð¿ÑÐ¸ ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¾Ð¼ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ð¸. 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ÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°ÑÑ Ð±Ð¾Ð»ÑÑÐ¾Ðµ ÐºÐ¾Ð»Ð¸ÑÐµÑÑÐ²Ð¾ Ð¸Ð½Ð¶ÐµÐ½ÐµÑÐ½ÑÑ Ð¿ÑÐ¸Ð¼ÐµÑÐ¾Ð², Ð¾Ð¿ÑÐµÐ´ÐµÐ»Ð¸ÑÑ Ð»ÑÑÑÐµÐµ Ð¿Ð¾Ð»Ð¾Ð¶ÐµÐ½Ð¸Ðµ Ð¸ ÑÐ°Ð·ÑÐ¼Ð½Ð¾Ðµ ÐºÐ¾Ð»Ð¸ÑÐµÑÑÐ²Ð¾ BRB Ð°ÑÑÑÐ¸Ð³ÐµÑÐ°, Ð° ÑÐ°ÐºÐ¶Ðµ ÑÐ¾ÑÐ¼Ñ . 2.ÐÐ°Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°ÑÑ Ð²Ð°ÑÐ¸Ð°Ð½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ 3.Ð¤Ð¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÑÐ°ÑÑÐµÑÐ½Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð´Ð»Ñ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ ÑÐ°ÑÑÐµÑÐ¾Ð². 4.ÐÐ½Ð°Ð»Ð¸Ð· Ð¾Ð±ÑÐµÐ¹ Ð°ÑÑÑÐ¸Ð³ÐµÑÐ½Ð¾Ð¹ ÑÐµÑÐ¼Ñ Ð½Ð° ÐºÐ¾Ð½ÐµÑÐ½ÑÐ¹ ÑÐ»ÐµÐ¼ÐµÐ½Ñ Ð¸ BRB Ð°ÑÑÑÐ¸Ð³ÐµÑÐ½Ð¾Ð¹ ÑÐµÑÐ¼Ñ Ð½Ð° ÐºÐ¾Ð½ÐµÑÐ½ÑÐ¹ ÑÐ»ÐµÐ¼ÐµÐ½Ñ. 5.ÐÐ¾Ð»ÑÑÐ¸ÑÐµ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ðµ ÑÐ³Ð»Ð° ÑÐ¼ÐµÑÐµÐ½Ð¸Ñ Ð¸ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ðµ Ð¿Ð¾Ð¿ÐµÑÐµÑÐ½Ð¾Ð¹ ÑÐ¸Ð»Ñ Ð´Ð»Ñ ÐºÐ°Ð¶Ð´Ð¾Ð³Ð¾ ÑÑÐ°Ð¶Ð° Ð² Ð½Ð°Ð¿ÑÐ°Ð²Ð»ÐµÐ½Ð¸ÑÑ x Ð¸ y, Ð¸ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ Ð²ÐµÑÑÐ¸ÐºÐ°Ð»ÑÐ½ÑÑ Ð¿ÑÐ°Ð²Ð¸Ð» Ð´Ð²ÑÑ Ð°ÑÑÑÐ¸Ð³ÐµÑÐ½ÑÑ ÑÐµÑÐ¼, ÑÐ¾Ð¿ÑÐ¾ÑÐ¸Ð²Ð»ÐµÐ½Ð¸Ðµ Ð±Ð¾ÐºÐ¾Ð²Ð¾Ð¹ Ð¶ÐµÑÑÐºÐ¾ÑÑÐ¸ Ð¸ Ð¼Ð°ÐºÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ðµ ÑÑÐ¸Ð»Ð¸Ðµ ÑÐ´Ð²Ð¸Ð³Ð° ÑÑÐ¸Ð»ÐµÐ½Ð½Ð¾Ð³Ð¾ ÑÐ»Ð¾Ñ Ð¸ ÑÐ´ÐµÐ»Ð°Ð¹ÑÐµ Ð²ÑÐ²Ð¾Ð´. Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð¾Ð¿Ð¸ÑÐ°Ð½Ð° Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ° ÑÐ°ÑÑÐµÑÐ°, Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð¼ÐµÑÐ¾Ð´Ð° Ð°Ð½Ð°Ð»Ð¸Ð·Ð° ÐºÐ¾Ð½ÐµÑÐ½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² Ð´Ð»Ñ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð°ÑÑÑÐ¸Ð³ÐµÑÐ½ÑÑ ÑÐµÑÐ¼Ñ Ð¿ÑÐ¸ ÑÐ°ÑÑÐ¾Ð¼ Ð²ÑÑÐ°Ð²Ð½Ð¸Ð²Ð°Ð½Ð¸Ð¸ Ð·ÐµÐ¼Ð»ÐµÑÑÑÑÐµÐ½Ð¸Ð¹ Ð¿ÑÐ¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ð¸ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð³Ð¾ PKPM. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð¿Ð¾Ð´ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸ÐµÐ¼ ÑÐ°ÑÑÑÑ Ð·ÐµÐ¼Ð»ÐµÑÑÑÑÐµÐ½Ð¸Ð¹, ÑÐ°ÐºÐ¸Ðµ Ð¼Ð°ÐºÑÐ¾ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¸Ðµ Ð¿Ð¾ÐºÐ°Ð·Ð°ÑÐµÐ»Ð¸, ÐºÐ°Ðº Ð¿ÐµÑÐ¸Ð¾Ð´Ð¸ÑÐ½Ð¾ÑÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð¾Ð¹ ÑÑÐµÐ¼Ñ, ÑÐ³Ð¾Ð» Ð¼ÐµÐ¶ÑÑÐ°Ð¶Ð½Ð¾Ð³Ð¾ Ð¿ÐµÑÐµÐ¼ÐµÑÐµÐ½Ð¸Ñ, ÑÐ¾Ð¾ÑÐ½Ð¾ÑÐµÐ½Ð¸Ðµ ÑÐ¸Ð» ÑÐ´Ð²Ð¸Ð³Ð° Ð¸ Ð´ÑÑÐ³Ð¸Ðµ, Ð¾ÑÐ²ÐµÑÐ°ÑÑ ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸ÑÐ¼ ÑÑÑÐµÑÑÐ²ÑÑÑÐ¸Ñ ÑÑÐ°Ð½Ð´Ð°ÑÑÐ¾Ð² Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ: Ð°ÑÑÑÐ¸Ð³ÐµÑÐ½ÑÑ ÑÐµÑÐ¼ BRB1 Ð¿Ð¾Ð·Ð²Ð¾Ð»ÑÐµÑ Ð±Ð¾Ð»ÐµÐµ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ ÑÐµÑÐ°ÑÑ Ð¿ÑÐ¾Ð±Ð»ÐµÐ¼Ñ, ÑÐ²ÑÐ·Ð°Ð½Ð½ÑÐµ Ñ ÑÐµÐ·ÐºÐ¸Ð¼Ð¸ ÑÐºÐ°ÑÐºÐ°Ð¼Ð¸ Ð²ÐµÑÑÐ¸ÐºÐ°Ð»ÑÐ½Ð¾Ð¹ Ð¶ÐµÑÑÐºÐ¾ÑÑÐ¸ Ð¸ Ð²ÐµÑÑÐ¸ÐºÐ°Ð»ÑÐ½Ð¾Ð¹ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸, ÐºÐ¾ÑÐ¾ÑÑÐµ Ð²ÑÐ·Ð²Ð°Ð½Ñ ÑÐ»Ð¸ÑÐºÐ¾Ð¼ ÑÐ¸Ð»ÑÐ½ÑÐ¼ ÑÐ»Ð¾ÐµÐ¼, Ð° ÑÐ°ÐºÐ¶Ðµ Ñ Ð±Ð¾Ð»ÐµÐµ ÑÑÑÐµÐºÑÐ¸Ð²Ð½ÑÐ¼Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÐ¼Ð¸ ÑÑÐµÐ¼Ð°Ð¼Ð¸ Ð¿ÑÐ°Ð²Ð¸Ð» Ð¸ ÑÐµÐ¹ÑÐ¼Ð¾ÑÑÐ¾Ð¹ÐºÐ¾ÑÑÑÑ.
description: This work is devoted to the study of the seismic performance of the overarm truss under the action of frequent earthquakes. The purpose of the dissertation research: compare the performance of general and BRB outriggers in high-rise buildings under seismic impact. 1.Analyze a large number of engineering examples to determine the best position and reasonable number of outriggers, and the form of outriggers. 2. Design options for a constructive solution. 3. Formation of a computational research model for conducting calculations. 4. Analysis of ordinary outrigger truss by finite element method and BRB outrigger truss by finite element method. 5. Obtainment of the values of displacement Angle and shear force between floors in X and Y directions of each floor, and comparison of the vertical regularity, lateral stiffness and maximum shear force of stiffening layer of two kinds of overhanging trusses, and draw a conclusion. This paper describes a method of using finite element analysis to analyze the structure of the overhanging truss under the condition of frequent seismic leveling when using the software PKPM. As a result, under the effect of often severe earthquake, the structure of the cycle, interlayer displacement Angle, cut the weight ratio of macro indicators meet the requirement of the current design criteria: BRB outrigger truss structure system can solve the sudden change of vertical stiffness and vertical bearing capacity caused by too strong reinforcement layer, and the structure system has better regularity and better seismic performance.