title: ÐÑÑÐ¾ÑÐ½Ð¾Ðµ Ð¾ÑÐ¸ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð¹ Ð°Ð²ÑÐ¾ÑÑÐ¾ÑÐ½ÐºÐ¾Ð¹ Ð¸ ÐºÐ¾Ð½ÑÐµÑÐµÐ½Ñ-Ð·Ð°Ð»Ð¾Ð¼
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° ÑÐ¿ÐµÑÐ¸Ð°Ð»Ð¸ÑÑÐ°
titleType: Subtitle
title: High-rise office building with underground parking lot and conference hall
Creators: name: ÐÐµÐ»ÑÑÑÐºÐ°Ñ, ÐÐ½ÑÐ¾Ð½Ð¸Ð½Ð°
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: Ð²ÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
ÐºÐµÑÑÐ¾Ð½Ð½Ð¾Ðµ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ðµ
Ð±Ð°Ð»Ð¾ÑÐ½Ð¾Ðµ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ðµ
Ð±ÐµÐ·Ð±Ð°Ð»Ð¾ÑÐ½Ð¾Ðµ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ðµ
Ð¾Ð¿ÑÐ¸Ð¼Ð¸Ð·Ð°ÑÐ¸Ñ
high-rise building
caisson flooring
beam flooring
beamless flooring
optimization

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description: In this work the project of a high-rise building for which architectural, structural, engineering and other solutions were developed.Â  Also included in the work is a research part devoted to the study of variants of structures with a large span in a high-rise building and determination of the optimal variant. The work considers three variants of slab: beamless, beam and caisson slab.Â  In the course of the study the following tasks were performed: 1. To develop models of each type of slab in the program complex LIRA-SADP. 2. To carry out calculation of all models. 3. Determine the cost of erecting the structures. 4. Analyze the results and draw conclusions. The work was done with the study and use of normative documents, earlier studies using similar calculation complexes. Also in the course of the thesis project were studied scientific works of foreign authors. As a result of the study it was revealed that, with small vertical loads on the slabs, the lack of supports around the perimeter of the slab and the presence of an adjacent console to the span, - beam slab is optimal. Its use allows to reduce the volume of used material by 43%, as well as to use 30% less different types of reinforcement. The results of this paper can be applied to further research on the performance of large spans in a high-rise building.