title: ÐÐ´Ð°Ð½Ð¸Ðµ Ð°Ð¿Ð°ÑÑ-Ð¾ÑÐµÐ»Ñ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 106 Ð¼ Ð² Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³Ðµ
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 106 m high apart-hotel building in Saint Petersburg
Creators: name: ÐÐ³ÐµÐ»ÑÑÑÐ¾Ð²Ð°, ÐÐ°ÑÐ¸Ñ
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°ÑÑ-Ð¾ÑÐµÐ»Ñ
Ð²ÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
Ð½ÐµÑÐ°Ð²Ð½Ð¾Ð¼ÐµÑÐ½Ð¾ÑÑÑ Ð¾ÑÐ°Ð´Ð¾Ðº
ÐºÑÐµÐ½ Ð·Ð´Ð°Ð½Ð¸Ñ
Ð¶ÐµÑÑÐºÐ¾ÑÑÑ ÐºÐ°ÑÐºÐ°ÑÐ°
apartament-hotel
high-rise building
uneven precipitation
building roll
rigidity of the frame

description: Ð¦ÐµÐ»Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¾Ð¹ ÑÐ°ÑÑÐ¸ â Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ðµ Ð¾ÑÐµÐ½ÐºÐ¸ Ð²Ð»Ð¸ÑÐ½Ð¸Ñ Ð¶ÐµÑÑÐºÐ¾ÑÑÐ¸ ÐºÐ°ÑÐºÐ°ÑÐ° Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð½Ð° Ð²ÐµÐ»Ð¸ÑÐ¸Ð½Ñ Ð½ÐµÑÐ°Ð²Ð½Ð¾Ð¼ÐµÑÐ½Ð¾ÑÑÐ¸ Ð¾ÑÐ°Ð´Ð¾Ðº ÐµÐ³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ. 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ÐµÑ Ð·Ð´Ð°Ð½Ð¸Ñ Ð½Ð° Ð¶ÐµÑÑÐºÐ¾Ð¼ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¸; 2. Ð Ð°ÑÑÐµÑ Ð½ÐµÑÐ°Ð²Ð½Ð¾Ð¼ÐµÑÐ½Ð¾ÑÑÐ¸ Ð¾ÑÐ°Ð´ÐºÐ¸ Ð·Ð´Ð°Ð½Ð¸Ñ Ñ ÑÑÐµÑÐ¾Ð¼ Ð·Ð°Ð´Ð°Ð½Ð¸Ñ Ð¼Ð°ÑÑÐ¸Ð²Ð° Ð³ÑÑÐ½ÑÐ° ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½ÑÐ°Ð¼Ð¸ Ð¿Ð¾ÑÑÐµÐ»Ð¸; 3. Ð Ð°ÑÑÐµÑ Ð½ÐµÑÐ°Ð²Ð½Ð¾Ð¼ÐµÑÐ½Ð¾ÑÑÐ¸ Ð¾ÑÐ°Ð´ÐºÐ¸ Ð·Ð´Ð°Ð½Ð¸Ñ Ð¿ÑÐ¸ Ð·Ð°Ð´Ð°Ð½Ð¸Ð¸ Ð¼Ð°ÑÑÐ¸Ð²Ð° Ð³ÑÑÐ½ÑÐ° Ð¾Ð±ÑÐµÐ¼Ð½ÑÐ¼ ÑÐµÐ»Ð¾Ð¼; 4. ÐÐ½Ð°Ð»Ð¸Ð· Ð¸ ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð²; 5. ÐÑÐµÐ½ÐºÐ° Ð²Ð»Ð¸ÑÐ½Ð¸Ñ Ð¶ÐµÑÑÐºÐ¾ÑÑÐ¸ ÐºÐ°ÑÐºÐ°ÑÐ° Ð²ÑÑÐ¾ÑÐ½Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð½Ð° Ð²ÐµÐ»Ð¸ÑÐ¸Ð½Ñ Ð½ÐµÑÐ°Ð²Ð½Ð¾-Ð¼ÐµÑÐ½Ð¾ÑÑÐ¸ Ð¾ÑÐ°Ð´Ð¾Ðº ÐµÐ³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ. Ð Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐµ SCAD Ð·Ð°Ð¼Ð¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¾ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð°Ð¿Ð°ÑÑ-Ð¾ÑÐµÐ»Ñ Ð½Ð° Ð¶ÐµÑÑÐºÐ¾Ð¼ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¸, Ñ ÑÑÐµÑÐ¾Ð¼ Ð·Ð°Ð´Ð°Ð½Ð¸Ñ Ð¼Ð°ÑÑÐ¸Ð²Ð° Ð³ÑÑÐ½ÑÐ° ÐºÐ¾ÑÑÑÐ¸ÑÐ¸ÐµÐ½ÑÐ°Ð¼Ð¸ Ð¿Ð¾ÑÑÐµÐ»Ð¸ Ð¸ Ð¿ÑÐ¸ Ð·Ð°Ð´Ð°Ð½Ð¸Ð¸ Ð¼Ð°ÑÑÐ¸Ð²Ð° Ð³ÑÑÐ½ÑÐ° Ð¾Ð±ÑÐµÐ¼Ð½ÑÐ¼ ÑÐµÐ»Ð¾Ð¼. ÐÑÐ»Ð¸ Ð¿Ð¾Ð»ÑÑÐµÐ½Ñ Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ, Ð¿Ð¾Ð´ÑÐ²ÐµÑÐ¶Ð´Ð°ÑÑÐ¸Ðµ Ð¿ÑÐ°Ð²Ð¸Ð»ÑÐ½Ð¾ÑÑÑ Ð·Ð°Ð´Ð°Ð½Ð½ÑÑ ÑÑÐµÐ¼ Ð¸ ÑÐºÐ²Ð¸Ð²Ð°Ð»ÐµÐ½ÑÐ½Ð¾ÑÑÑ Ð¿Ð¾ÑÐ»ÐµÐ´Ð½Ð¸Ñ Ð´Ð²ÑÑ. ÐÐ°Ð»ÐµÐµ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ñ ÑÐ°ÑÑÐµÑÑ Ñ Ð¸Ð·Ð¼ÐµÐ½ÐµÐ½Ð¸ÐµÐ¼ Ð¶ÐµÑÑÐºÐ¾ÑÑÐ¸ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½ÑÐ½Ð¾Ð¹ Ð¿Ð»Ð¸ÑÑ Ð¸ Ð¾ÑÐµÐ½ÐµÐ½Ð¾ Ð²Ð»Ð¸ÑÐ½Ð¸Ðµ ÑÑÐ¾Ð³Ð¾ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÐ° Ð½Ð° Ð¾ÑÐ°Ð´ÐºÑ Ð¸ Ð½Ðµ-ÑÐ°Ð²Ð½Ð¾Ð¼ÐµÑÐ½Ð¾ÑÑÑ Ð¾ÑÐ°Ð´Ð¾Ðº Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ñ, Ð° ÑÐ°ÐºÐ¶Ðµ Ð½Ð° ÐºÑÐµÐ½ Ð·Ð´Ð°Ð½Ð¸Ñ.
description: The purpose of the research part is to assess the impact of the rigidity of the frame of a highârise building on the values of the unevenness of the sediment of its base. To achieve this goal, the following tasks were put forward: 1. Calculation of the building on a rigid basis; 2. Calculation of the uneven precipitation of the building, taking into account the assignment of the soil mass by the coefficients of the bed; 3. Calculation of the unevenness of the precipitation of the building when specifying the soil mass with a volumetric body; 4. Analysis and comparison of the results obtained; 5. Assessment of the impact of the rigidity of the frame of a high-rise building on the values of the unevenness of the sediment of its base. In the SCAD software package, the building of an apartment hotel is modeled on a rigid base, taking into account the assignment of the soil array by the bed coefficients and when the soil array is filled with a volumetric body. The values confirming the correctness of the given schemes and the equivalence of the last two were obtained. Further, calculations were carried out with a change in the stiffness of the foundation plate and the influence of this parameter on the draft and irregularity of the base sediment, as well as on the roll of the building, was estimated.