title: ÐÐ´Ð°Ð½Ð¸Ðµ Ð°Ð¿Ð°ÑÑ-Ð¾ÑÐµÐ»Ñ Ñ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÑ Ð²ÑÐ»ÐµÑÐ¾Ð¼ 22 Ð¼
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: The building of the apart-hotel with a console with a height of 22 m
Creators: name: ÐÑÐ°ÑÐ¾Ð»Ð¾Ð²Ð°, ÐÐ»ÐµÐºÑÐ°Ð½Ð´ÑÐ°
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: ÐºÐ¾Ð½ÑÐ¾Ð»Ñ
ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¸Ðµ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ
Ð»Ð¸Ð½ÐµÐ¹Ð½Ð¾-ÑÐ¿ÐµÐºÑÑÐ°Ð»ÑÐ½Ð°Ñ ÑÐµÐ¾ÑÐ¸Ñ
Ð´Ð¸Ð½Ð°Ð¼Ð¸ÑÐµÑÐºÐ°Ñ ÑÐµÐ¾ÑÐ¸Ñ
Ð¼ÐµÑÐ°Ð»Ð»Ð¸ÑÐµÑÐºÐ°Ñ ÑÐµÑÐ¼Ð°
console
seismic effect
linear spectral theory
dynamic theory
metal farm

description: Ð¢ÐµÐ¼Ð° Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ: Â«ÐÐ´Ð°Ð½Ð¸Ðµ Ð°Ð¿Ð°ÑÑ-Ð¾ÑÐµÐ»Ñ Ñ ÐºÐ¾Ð½ÑÐ¾Ð»ÑÑ Ð²ÑÐ»ÐµÑÐ¾Ð¼ 22 Ð¼Â». Ð¦ÐµÐ»ÑÑ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÑÐ²Ð»ÑÐµÑÑÑ Ð¸Ð·ÑÑÐµÐ½Ð¸Ðµ Ð¸ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ Ð¾ÑÐ½Ð¾Ð² ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¸Ñ ÑÐ°ÑÑÐµÑÐ¾Ð², ÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð²ÑÐ²Ð¾Ð´Ð¾Ð² Ð¸ ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸Ð¹ Ð¿Ð¾ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÐ¼ ÑÐµÑÐµÐ½Ð¸ÑÐ¼. 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 Ð¿ÑÐ¸Ð½ÑÐ¸Ð¿Ð¾Ð² ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¸Ñ ÑÐ°ÑÑÑÑÐ¾Ð² (ÑÐµÑÐµÐ½Ð¸Ðµ Ð·Ð°Ð´Ð°Ñ Ð´Ð¸Ð½Ð°Ð¼Ð¸ÐºÐ¸) Ð¸ Ð¸Ñ ÑÐµÐ°Ð»Ð¸Ð·Ð°ÑÐ¸Ð¸ Ð² ÑÐ°ÑÑÑÑÐ½ÑÑ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ°Ñ; 2. ÐÐ½Ð°Ð»Ð¸Ð· Ð»Ð¸ÑÐµÑÐ°ÑÑÑÑ Ð¸ Ð´ÑÑÐ³Ð¸Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ð¹ Ð¿Ð¾ ÑÐµÐ¼Ðµ ÑÐµÐ¹ÑÐ¼Ð¾ÑÑÐ¾Ð¹ÐºÐ¾ÑÑÐ¸ ÐºÐ¾Ð½ÑÐ¾Ð»ÐµÐ¹ Ð±Ð¾Ð»ÑÑÐ¸Ñ Ð¿ÑÐ¾Ð»ÑÑÐ¾Ð²; 3. Ð¡Ð¾Ð·Ð´Ð°Ð½Ð¸Ðµ ÐºÐ¾Ð½ÐµÑÐ½Ð¾-ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ½Ð¾Ð¹ ÑÐ°ÑÑÑÑÐ½Ð¾Ð¹ ÑÑÐµÐ¼Ñ; 4. ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¾Ð³Ð¾ ÑÐ°ÑÑÑÑÐ° Ð¿Ð¾ Ð»Ð¸Ð½ÐµÐ¹Ð½Ð¾-ÑÐ¿ÐµÐºÑÑÐ°Ð»ÑÐ½Ð¾Ð¹ ÑÐµÐ¾ÑÐ¸Ð¸ Ð¸ Ð¼ÐµÑÐ¾Ð´Ð¾Ð¼ Ð¿ÑÑÐ¼Ð¾Ð³Ð¾ Ð¸Ð½ÑÐµÐ³ÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ð¹ Ð´Ð²Ð¸Ð¶ÐµÐ½Ð¸Ñ; 5. ÐÐ½Ð°Ð»Ð¸Ð· Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð²; 6. Ð¤Ð¾ÑÐ¼ÑÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð²ÑÐ²Ð¾Ð´Ð¾Ð² Ð¿Ð¾ ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¾Ð¼Ñ ÑÐ°ÑÑÑÑÑ ÐºÐ¾Ð½ÑÐ¾Ð»ÐµÐ¹ Ð±Ð¾Ð»ÑÑÐ¾Ð³Ð¾ Ð²ÑÐ»ÐµÑÐ°, ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸Ð¸ Ð¿Ð¾ Ð¸Ð·Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹ Ð¸ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð¿ÑÐ¾ÑÑÑÐ°Ð½ÑÑÐ²ÐµÐ½Ð½Ð¾Ð¹ ÑÐµÑÐ¼Ñ. Ð ÑÐ¾Ð´Ðµ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ» Ð¿ÑÐ¾Ð¸Ð·Ð²ÐµÐ´ÐµÐ½ ÑÐ°ÑÑÐµÑ Ð·Ð´Ð°Ð½Ð¸Ñ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ SCAD Oficce Ñ ÑÑÐµÑÐ¾Ð¼ ÑÐµÐ¹ÑÐ¼Ð¸ÑÐµÑÐºÐ¸Ñ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ð¹ Ð¿Ð¾ Ð»Ð¸Ð½ÐµÐ¹Ð½Ð¾-ÑÐ¿ÐµÐºÑÑÐ°Ð»ÑÐ½Ð¾Ð¹ ÑÐµÐ¾ÑÐ¸Ð¸ Ð¸ Ð¼ÐµÑÐ¾Ð´Ð¾Ð¼ Ð¿ÑÑÐ¼Ð¾Ð³Ð¾ Ð¸Ð½ÑÐµÐ³ÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ð¹ Ð´Ð²Ð¸Ð¶ÐµÐ½Ð¸Ñ. Ð¢Ð°ÐºÐ¶Ðµ Ð±ÑÐ»Ð¸ Ð·Ð°Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ñ: ÑÐ·ÐµÐ» ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸Ñ Ð½Ð°ÐºÐ»Ð¾Ð½Ð½ÑÑ ÑÐ°ÑÐºÐ¾ÑÐ¾Ð² Ð¸ Ð±Ð°Ð»Ð¾Ðº Ð¾ÑÐ½Ð¾Ð²Ð½Ð¾Ð¹ ÑÐµÑÐ¼Ñ, ÑÐ·ÐµÐ» ÑÐ¾Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ñ ÑÑÐ¾Ð¹ÐºÐ¸, Ð½Ð°ÐºÐ»Ð¾Ð½Ð½ÑÑ ÑÐ°ÑÐºÐ¾ÑÐ¾Ð², Ð½Ð¸Ð¶Ð½ÐµÐ³Ð¾ Ð¿Ð¾ÑÑÐ° Ð¾ÑÐ½Ð¾Ð²Ð½Ð¾Ð¹ ÑÐµÑÐ¼Ñ Ð¸ ÑÐµÑÐµÑÐºÐ¸ Ð²ÑÐ¾ÑÐ¾ÑÑÐµÐ¿ÐµÐ½Ð½Ð¾Ð¹ ÑÐµÑÐ¼Ñ, ÑÐ·ÐµÐ» ÑÐ¾Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð½Ð¸Ð¶Ð½ÐµÐ³Ð¾ Ð¿Ð¾ÑÑÐ° Ð¾ÑÐ½Ð¾Ð²Ð½Ð¾Ð¹ ÑÐµÑÐ¼Ñ Ñ Ð¼Ð¾Ð½Ð¾Ð»Ð¸ÑÐ½Ð¾Ð¹ ÑÐ°ÑÑÑÑ Ð·Ð´Ð°Ð½Ð¸Ñ, ÑÐ·ÐµÐ» ÑÑÑÐºÐ° Ð²ÐµÑÑÐ½ÐµÐ³Ð¾ Ð¿Ð¾ÑÑÐ° Ð¸ ÑÐ·ÐµÐ» Ð¿ÑÐ¸Ð¼ÑÐºÐ°Ð½Ð¸Ñ Ð´Ð¾Ð¿Ð¾Ð»Ð½Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð¹ Ð±Ð°Ð»ÐºÐ¸ Ðº Ð¿Ð¾ÑÑÑ ÑÐµÑÐ¼Ñ Ñ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð¾Ð¼ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð¿Ð¾ Ð¿ÑÐ¾ÑÐ¸Ð»Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð¼Ñ Ð»Ð¸ÑÑÑ.
description: The theme of the final qualification work: Â«The building of the apart-hotel with a console with a height of 22 mÂ». The purpose of the study is to study and carry out the basics of seismic calculations, form conclusions and recommendations on constructive solutions. To achieve this goal, the following tasks were set: 1. Study of the principles of seismic calculations (solving problems of dynamics) and their implementation in calculation complexes; Research on the relevance of generative design technology among SPbPU students; 2. Analysis of literature and other studies on the topic of seismic resistance of large span consoles; 3. Creation of a finite element calculation scheme; 4. Carrying out seismic calculations using linear spectral theory and the method of direct integration of equations of motion; 5. Analysis of the results obtained; 6. Formulation of conclusions on the seismic calculation of long-range consoles, recommendations for changing design solutions and the development of a spatial truss design. In the course of the work, the building was calculated in the SCAD Oficce software package, taking into account seismic impacts using linear spectral theory and the method of direct integration of equations of motion. Also, the following were designed: the junction node of the inclined braces and beams of the main truss, the junction node of the rack, inclined braces, the lower belt of the main truss and the lattice of the secondary truss, the junction node of the lower belt of the main truss with the monolithic part of the building, the junction node of the upper belt and the junction node of the additional beam to the belt of the farm with the device overlaps on the profiled sheet.