title: ÐÐ´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ð²ÑÑÐ¾ÑÐ¾Ð¹ 106 Ð¼ Ñ Ð´Ð²ÑÑ ÑÑÐ¾Ð²Ð½ÐµÐ²Ð¾Ð¹ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹
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 business center building with a two-level underground parking lot
Creators: name: ÐÐ¸ÐºÐ¸ÑÐ¸Ð½Ð°, Ð¡Ð¾ÑÑ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: 2024
Subjects: Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑ
Ð²ÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
Ð±ÑÑÐ¾Ð½Ð°Ð±Ð¸Ð²Ð½ÑÐµ ÑÐ²Ð°Ð¸
Ð¾ÑÐ°Ð´ÐºÐ° ÑÐ²Ð°Ð¹
Ð³ÑÑÐ½ÑÐ¾Ð²Ð¾Ðµ Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ
ÑÐ²Ð°Ð¹Ð½ÑÐ¹ ÑÑÐ½Ð´Ð°Ð¼ÐµÐ½Ñ
business center
high-rise building
abrasive piles
pile sediment
soil foundation
pile foundation

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description: The topic of the final qualifying work: "The 106 m high business center building with a two-level underground parking lot." The purpose of the study is to calculate the precipitation of the pile field in linear and nonlinear physical formulation of the soil massif and compare the results. To achieve this goal, the following tasks were set: 1. Analysis of research papers on the relevance of generative design technology; 2. Research on the relevance of generative design technology among SPbPU students; 3. Creation of a computational model of the spatial frame of the building and the soil mass and calculation of the precipitation of the pile field. In the course of the work, two calculation schemes were created to determine the pile sediment. In the first model, the piles were set using rod elements and a special single-node CE 51. As a result of several iterations of the calculation, a pile field was modeled, taking into account the soil base surrounding it. In the second model, piles were created using core elements and chains of special singlenode CE 57 "pile", and the soil massif was modeled in the "" system. To calculate the forces in the piles and further determine the sediment of the pile field, a LIRASAPR PC was used, which allows the calculation by the finite element method in linear and nonlinear formulations. In conclusion, the precipitation of the pile foundation was determined for two calculation methods. The obtained results were used for a comparative analysis, according to which conclusions were drawn.