title: ÐÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÐµ ÑÐµÑÐµÐ½Ð¸Ñ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ð¿Ð¾Ð²ÑÑÐµÐ½Ð½Ð¾Ð¹ ÑÑÐ°Ð¶Ð½Ð¾ÑÑÐ¸ ÑÐ¾ ÑÑÐ°Ð»ÑÐ½Ð¾Ð¹ Ð½Ð°ÑÑÐ¶Ð½Ð¾Ð¹ Ð¾Ð±Ð¾Ð»Ð¾ÑÐºÐ¾Ð¹
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° ÑÐ¿ÐµÑÐ¸Ð°Ð»Ð¸ÑÑÐ°
titleType: Subtitle
title: Structural solutions of buildings of higher storey with a steel diagrid
Creators: name: ÐÐ°Ð»Ð°ÑÐ¾Ð²Ð°, ÐÐ½ÑÐ¾Ð½Ð¸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Ð´Ð°Ð½Ð¸Ñ Ð¼Ð½Ð¾Ð³Ð¾ÑÑÐ°Ð¶Ð½ÑÐµ
ÐÐ±Ð¾Ð»Ð¾ÑÐºÐ¸ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐµ
Ð´Ð¸Ð°Ð³Ð¾Ð½Ð°Ð»ÑÐ½Ð°Ñ ÑÑÑÑÐºÑÑÑÐ½Ð°Ñ Ð¾Ð±Ð¾Ð»Ð¾ÑÐºÐ°
Ð³ÐµÐ¾Ð¼ÐµÑÑÐ¸Ñ Ð¼Ð¾Ð´ÑÐ»Ñ
Ð¿Ð¾Ð´Ð°ÑÐ»Ð¸Ð²Ð¾ÑÑÑ ÑÐ·Ð»Ð¾Ð²Ð¾Ð³Ð¾ ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸Ñ
diagonal structural shell
geometry of the module
node joint compliance

description: ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð²Ð»Ð¸ÑÐ½Ð¸Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð½Ð° Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÑ Ð¸ Ð¶ÐµÑÑÐºÐ¾ÑÑÑ ÑÐ¸ÑÑÐµÐ¼Ñ, Ð° ÑÐ°ÐºÐ¶Ðµ Ð½Ð° ÐµÐµ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾ÐµÐ¼ÐºÐ¾ÑÑÑ. 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Ð½Ð°Ð»Ð¸Ð· ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð´Ð¸Ð°Ð³Ð¾Ð½Ð°Ð»ÑÐ½Ð¾Ð¹ ÑÑÑÑÐºÑÑÑÐ½Ð¾Ð¹ Ð¾Ð±Ð¾Ð»Ð¾ÑÐºÐ¸; 2. ÐÐ°Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°ÑÑ Ð·Ð´Ð°Ð½Ð¸Ñ Ñ Ð´Ð¸Ð°Ð³Ð¾Ð½Ð°Ð»ÑÐ½Ð¾Ð¹ ÑÑÑÑÐºÑÑÑÐ½Ð¾Ð¹ Ð¾Ð±Ð¾Ð»Ð¾ÑÐºÐ¾Ð¹ Ñ ÑÐ°Ð·Ð½Ð¾Ð¹ Ð³ÐµÐ¾Ð¼ÐµÑÑÐ¸ÐµÐ¹ Ð¼Ð¾Ð´ÑÐ»Ñ; 3. ÐÐ¿ÑÐµÐ´ÐµÐ»Ð¸ÑÑ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÐµ ÑÐµÑÐµÐ½Ð¸Ñ ÑÐ¸ÑÑÐµÐ¼Ñ Ð¿Ð¾ ÐºÑÐ¸ÑÐµÑÐ¸Ñ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾ÐµÐ¼ÐºÐ¾ÑÑÑ; 4. Ð¡ÐºÐ¾Ð½ÑÑÑÑÐ¸ÑÐ¾Ð²Ð°ÑÑ ÑÐ·Ð»Ð¾Ð²ÑÐµ ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸Ñ Ð¸ Ð¿ÑÐ¾Ð²ÐµÑÑÐ¸ Ð°Ð½Ð°Ð»Ð¸Ð· Ð¸Ñ ÑÐ°Ð±Ð¾ÑÑ Ð¿Ð¾Ð´ Ð´ÐµÐ¹ÑÑÐ²Ð¸ÐµÐ¼ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸; 5. Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐ°ÑÑ ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸Ð¸ Ð¿Ð¾ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¸ ÑÐ°ÑÑÐµÑÑ Ð´Ð¸Ð°Ð³Ð¾Ð½Ð°Ð»ÑÐ½ÑÑ ÑÑÑÑÐºÑÑÑÐ½ÑÑ Ð¾Ð±Ð¾Ð»Ð¾ÑÐµÐº. Ð Ð¿ÐµÑÐ²Ð¾Ð¹ Ð³Ð»Ð°Ð²Ðµ Ð±ÑÐ»Ð° ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ð° Ð¸ÑÑÐ¾ÑÐ¸Ñ Ð²Ð¾Ð·Ð½Ð¸ÐºÐ½Ð¾Ð²ÐµÐ½Ð¸Ñ Ð´Ð¸Ð°Ð³Ð¾Ð½Ð°Ð»ÑÐ½ÑÑ ÑÑÑÑÐºÑÑÑÐ½ÑÑ Ð¾Ð±Ð¾Ð»Ð¾ÑÐµÐº Ð¸ ÑÑÑÐµÑÑÐ²ÑÑÑÐ¸Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿Ð¾ ÑÐ°Ð±Ð¾ÑÐµ ÑÐ¸ÑÑÐµÐ¼Ñ. Ð Ð°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ñ Ð¿Ð¾ÑÑÑÐ¾ÐµÐ½Ð½ÑÐµ Ð·Ð´Ð°Ð½Ð¸Ñ Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÑÑÑÐºÑÑÑÑ, Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ñ Ð·Ð°Ð´Ð°ÑÐ¸ Ð´Ð»Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ. ÐÐ¾ Ð²ÑÐ¾ÑÐ¾Ð¹ Ð³Ð»Ð°Ð²Ðµ Ð¿ÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ð° ÑÐ°Ð±Ð¾ÑÐ° ÑÐ¸ÑÑÐµÐ¼Ñ Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÐ¼Ð¸ Ð³ÐµÐ¾Ð¼ÐµÑÑÐ¸ÑÐµÑÐºÐ¸Ð¼Ð¸ Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÐ¼Ð¸ ÑÐµÑÐµÐ½Ð¸ÑÐ¼Ð¸. Ð¢ÑÐµÑÑÑ Ð³Ð»Ð°Ð²Ð° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð²Ð»Ð¸ÑÐ½Ð¸Ñ ÑÑÐµÑÐ° Ð¿Ð¾Ð´Ð°ÑÐ»Ð¸Ð²Ð¾ÑÑÐ¸ ÑÐ·Ð»Ð¾Ð²Ð¾Ð³Ð¾ ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸Ñ Ð½Ð° ÑÐ°Ð±Ð¾ÑÑ ÑÐ¸ÑÑÐµÐ¼Ñ. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð±ÑÐ»Ð¾ Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½Ð¾ 9 ÑÐ°ÑÑÐµÑÐ¾Ð² Ð´Ð»Ñ Ð¿Ð¾Ð¸ÑÐºÐ° Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð¾Ð³Ð¾ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð¾Ð³Ð¾ ÑÐµÑÐµÐ½Ð¸Ñ Ð¸ Ð³ÐµÐ¾Ð¼ÐµÑÑÐ¸ÑÐµÑÐºÐ¾Ð³Ð¾ ÑÐ°Ð·Ð¼ÐµÑÐ° Ð¼Ð¾Ð´ÑÐ»Ñ ÑÐ¸ÑÑÐµÐ¼Ñ Ð¿Ð¾ ÐºÑÐ¸ÑÐµÑÐ¸Ñ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾ÐµÐ¼ÐºÐ¾ÑÑÑ. Ð¡ÐºÐ¾Ð½ÑÑÑÑÐ¸ÑÐ¾Ð²Ð°Ð½Ñ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÐµ ÑÐ·Ð»Ñ Ð¾Ð±Ð¾Ð»Ð¾ÑÐºÐ¸, Ð½Ð°Ð¹Ð´ÐµÐ½Ð° Ð¿Ð¾Ð´Ð°ÑÐ»Ð¸Ð²Ð¾ÑÑÑ ÑÐ·Ð»Ð¾Ð²ÑÑ ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸Ð¹ Ð¼ÐµÐ¶Ð´Ñ Ð¿ÐµÑÐµÐºÑÑÑÐ¸ÐµÐ¼ Ð¸ ÑÐ¸ÑÑÐµÐ¼Ð¾Ð¹. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð½ÑÐµ ÑÐ°ÑÑÐµÑÑ Ð´Ð¾ÐºÐ°Ð·ÑÐ²Ð°ÑÑ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÑ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ ÑÐ¸ÑÑÐµÐ¼Ñ Ñ 2-Ñ ÑÑÐ°Ð¶Ð½ÑÐ¼ ÑÐ°Ð·Ð¼ÐµÑÐ¾Ð¼ Ð¼Ð¾Ð´ÑÐ»Ñ Ñ ÑÐ³Ð»Ð¾Ð¼ Ð½Ð°ÐºÐ»Ð¾Ð½Ð° Ð´Ð¸Ð°Ð³Ð¾Ð½Ð°Ð»ÑÐ½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² Ð² Ð´Ð¸Ð°Ð¿Ð°Ð·Ð¾Ð½Ðµ Ð¾Ñ 50Â° Ð´Ð¾ 75Â° ÑÐ¾ ÑÑÐ°Ð»ÐµÐ¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐ¼ Ð¿ÐµÑÐµÐºÑÑÑÐ¸ÐµÐ¼ Ð¸ ÑÐ°ÑÐ½Ð¸ÑÐ½ÑÐ¼Ð¸ ÑÐ·Ð»Ð°Ð¼Ð¸ ÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ Ðº Ð¾Ð±Ð¾Ð»Ð¾ÑÐºÐµ, Ð¿ÑÐ¸ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ð¸ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ð¿Ð¾Ð²ÑÑÐµÐ½Ð½Ð¾Ð¹ ÑÑÐ°Ð¶Ð½Ð¾ÑÑÐ¸ (Ð´Ð¾ 15-ÑÐ¸ ÑÑÐ°Ð¶ÐµÐ¹ Ð²ÐºÐ»ÑÑÐ¸ÑÐµÐ»ÑÐ½Ð¾), Ð° ÑÐ°ÐºÐ¶Ðµ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ÑÑÑ ÑÑÐµÑÐ° Ð¿Ð¾Ð´Ð°ÑÐ»Ð¸Ð²Ð¾ÑÑÐ¸ ÑÐ·Ð»Ð¾Ð²ÑÑ ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸Ð¹. Ð ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ»Ð¸ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½ÑÐµ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÑ: Revit 2022, SCAD 21.1.9, ANSYS.
description: This work is devoted to the study of the influence of various structural solutions for the strength and inflexibility of the system, as well as on its material capacity. Yje task were solved in the course of the study are: 1. Analysis of the structural solutions of the diagonal structural grid; 2. To design buildings with diagonal structural grid with different module geometry; 3. Determine the optimal structural solutions of the system by the criterion of material capacity; 4. Design nodal joints and analyze their operation under load; 5. Develop recommendations for the design and calculation of diagonal structural grid. The first chapter reviewed the history of diagrid and existing research on the operation of the system. Constructed buildings using this structure were considered, and problems for research were set. The second chapter analyzed the operation of the system with different geometric and structural solutions. The third chapter is devoted to the influence of the consideration of node joint suppleness on the performance of the system. As a result, 9 calculations were performed to find optimal design solutions and geometric size of the system module according to the criterion size of material capacity. The main nodes of the grid were designed, and the compliance of node connections between the overlap and the system was found. The performed calculations prove the effectiveness of the system with a 2-story module size with the angle of inclination of diagonal elements in the range from 50Â° to 75Â° with a composite reinforced concrete floor and the bar joint of attachment to the grid, when designing buildings of higher storeys (up to 15 floors inclusive), as well as the need to consider the joint mobility. The following software packages were used in the work: Revit 2022, SCAD 21.1.9, ANSYS.