title: 28-ÑÑÐ°Ð¶Ð½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð³Ð¾ÑÑÐ¸Ð½Ð¸ÑÑ Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹ 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: 28-storey hotel building with underground parking in Saint-Petersburg
Creators: name: ÐÐ¸ÑÐ°Ð¹Ð»Ð¾Ð²Ð°, ÐÐ½Ð½Ð°
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: Ð³Ð¾ÑÑÐ¸Ð½Ð¸ÑÐ°
ÑÐ½Ð¸ÐºÐ°Ð»ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð°Ñ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ°
Ð²ÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
ÑÐ¸Ð·Ð¸ÑÐµÑÐºÐ°Ñ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾ÑÑÑ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð°
scad office
Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð·
hotel
unique building
underground parking
high-rise building
physical nonlinearity of reinforced concrete
nonlinear analisys

description: Ð Ð´Ð¸Ð¿Ð»Ð¾Ð¼Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð±ÑÐ»Ð¾ Ð·Ð°Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¾ 28-ÑÑÐ°Ð¶Ð½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð³Ð¾ÑÑÐ¸Ð½Ð¸ÑÑ Ð²ÑÑÐ¾ÑÐ¾Ð¹ 113,7 Ð¼ Ñ Ð´Ð²ÑÑÑÑÐ¾Ð²Ð½ÐµÐ²Ð¾Ð¹ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹. Ð Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¾Ð¹ ÑÐ°ÑÑÐ¸ Ð±ÑÐ» Ð¿ÑÐ¾Ð²ÐµÐ´ÑÐ½ ÑÐ°ÑÑÑÑ Ð¿Ð»Ð¸ÑÑ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ñ ÑÑÑÑÐ¾Ð¼ ÑÐ¸Ð·Ð¸ÑÐµÑÐºÐ¾Ð¹ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾ÑÑÐ¸ Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð°. Ð ÑÐ¾Ð´Ðµ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ñ Ð¸ ÑÐµÑÐµÐ½Ñ ÑÐ°ÐºÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸, ÐºÐ°Ðº: 1. ÐÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ Ð¾ÑÐ¾Ð±ÐµÐ½Ð½Ð¾ÑÑÐµÐ¹, Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼ÑÑ Ð´Ð»Ñ ÑÑÑÑÐ° ÑÐ¸Ð·Ð¸ÑÐµÑÐºÐ¾Ð¹ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾ÑÑÐ¸ Ð¿ÑÐ¸ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ð¸ ÑÐ°ÑÑÑÑÐ¾Ð²; 2. ÐÐ¾Ð´ÐµÐ»Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÑÐ°ÑÑÑÑÐ½Ð¾Ð¹ ÑÑÐµÐ¼Ñ, Ð½Ð° Ð¾ÑÐ½Ð¾Ð²Ðµ ÐºÐ¾ÑÐ¾ÑÐ¾Ð¹ Ð±ÑÐ´ÑÑ ÑÐ¾Ð·Ð´Ð°Ð²Ð°ÑÑÑÑ Ð¼Ð¾Ð´ÐµÐ»Ð¸, Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼ÑÐµ Ð´Ð»Ñ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾Ð³Ð¾ ÑÐ°ÑÑÑÑÐ°; 3. ÐÐ°Ð´Ð°Ð½Ð¸Ðµ Ð¸ÑÑÐ¾Ð´Ð½ÑÑ Ð´Ð°Ð½Ð½ÑÑ Ð² ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²Ð¸Ð¸ Ñ Ð³ÑÑÐ¿Ð¿Ð¾Ð¹ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÑ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ð¹ Ð¸ Ð´Ð»Ð¸ÑÐµÐ»ÑÐ½Ð¾ÑÑÑÑ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð´Ð»Ñ ÐºÐ°Ð¶Ð´Ð¾Ð¹ Ð¼Ð¾Ð´ÐµÐ»Ð¸; 4. ÐÐ¸Ð½ÐµÐ¹Ð½ÑÐµ ÑÐ°ÑÑÑÑÑ ÑÑÐ°Ð²Ð½Ð¸Ð²Ð°ÐµÐ¼ÑÑ ÑÑÐµÐ¼; 5. ÐÐµÐ»Ð¸Ð½ÐµÐ¹Ð½ÑÐ¹ ÑÐ°ÑÑÑÑ Ð²ÑÐ±ÑÐ°Ð½Ð½Ð¾Ð¹ ÑÑÐµÐ¼Ñ; 6. ÐÐ½Ð°Ð»Ð¸Ð· Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ Ð´Ð°Ð½Ð½ÑÑ Ð¸ Ð¿ÑÐ¸Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÐµÑÐµÐ½Ð¸Ð¹. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð¿ÑÐ¾Ð´ÐµÐ»Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð±ÑÐ»Ð¸ Ð¿ÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ñ ÑÐ°ÑÑÑÑÑ Ð¿Ð»Ð¸ÑÑ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÑÐµÐ¼Ð¾Ð³Ð¾ Ð·Ð´Ð°Ð½Ð¸Ñ Ð³Ð¾ÑÑÐ¸Ð½Ð¸ÑÑ Ð² Ð»Ð¸Ð½ÐµÐ¹Ð½Ð¾Ð¹ Ð¸ Ð½ÐµÐ»Ð¸Ð½ÐµÐ¹Ð½Ð¾Ð¹ Ð¿Ð¾ÑÑÐ°Ð½Ð¾Ð²ÐºÐ°Ñ, Ð½Ð° Ð¾ÑÐ½Ð¾Ð²Ðµ ÑÐµÐ³Ð¾ Ð¿ÑÐ¸Ð½ÑÑÐ¾ ÑÐµÑÐµÐ½Ð¸Ðµ ÑÑÑÑÐ°Ð¸Ð²Ð°ÑÑ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ðµ ÑÐ¾Ð»ÑÐ¸Ð½Ð¾Ð¹ 200 Ð¼Ð¼ Ð¸Ð· Ð±ÐµÑÐ¾Ð½Ð° ÐºÐ»Ð°ÑÑÐ° Ð25.
description: 28-storey hotel building with underground parking 113,7 meters high was designed in graduate work. In research part, the floor slab was calculated taking into account the physical non-linearity of reinforced concrete. The research set and solved the following goals: 1. Determination of the features necessary to take into account the physical nonlinearity in the calculations; 2. Modeling of the calculation scheme, on the basis of which the models necessary for the nonlinear calculation will be created; 3. Setting the initial data in accordance with the group of limit states and the duration of loads for each model; 4. Linear calculations of compared schemes; 5. Nonlinear calculation of the selected scheme; 6. Analysis of the obtained data and bringing the most optimal design solutions. As a result of the work done, the calculations of the floor slab of the hotel building being designed in linear and non-linear formulations were analyzed, on the basis of which it was decided to arrange a floor with a thickness of 200 mm from B25 class concrete.