title: ÐÐ´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ð²ÑÑÐ¾ÑÐ¾Ð¹ 123 Ð¼ 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: Business center building with height of 123 m with underground parking is St. Petersburg
Creators: name: ÐÑÐµÐ², ÐÐ³Ð¾Ñ
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: ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ
Ð²ÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
Ð¿Ð¾Ð¿ÐµÑÐµÑÐ½Ð°Ñ Ð¶ÑÑÑÐºÐ¾ÑÑÑ
Ð²ÐµÑÑÐ¾Ð²Ð°Ñ Ð½Ð°Ð³ÑÑÐ·ÐºÐ°
construction
business center
high-rise building
transverse stiffness
wind load

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description: The aim of the study is to determine the percentage of the transverse stiffness of each load- bearing element of the building in the total transverse stiffness of the entire specified building. To achieve this goal, the following tasks were set: 1. To study the types of structural elements and their features; 2. Calculate circuits with and without different thicknesses of load-bearing elements; 3. Compare the results of the movements; 4. From the comparison of the displacement results, we can conclude about the contribution of various load-bearing elements to the transverse stiffness. During the work, the scheme of a high-rise building with cross-sectional load-bearing structures with a constant wind load was repeatedly calculated. The comparison is made by increasing the dis-placement due to a decrease in the load-bearing element. When conducting comparisons, it was found out that the main contribution to the transverse stiffness of a given building is made by columns and a core of stiffness, while beams and ceilings carry a more distributive function under wind load.