title: ÐÑÑÐ¾ÑÐ½Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð±Ð¸Ð·Ð½ÐµÑ-ÑÐµÐ½ÑÑÐ° Ñ Ð¿Ð¾ÑÑÐ½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½ÑÐ¼Ð¸ Ð¿Ð»Ð¸ÑÐ°Ð¼Ð¸ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹
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: A multistorey office center with posttensioned floor slabs
Creators: name: ÐÑÐ¸ÑÐ²Ð¸Ð½Ð°, ÐÑÐ¸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: 2023
Subjects: Ð¿Ð¾ÑÑÐ½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ðµ
ÐºÐ°Ð½Ð°ÑÐ½Ð¾Ðµ Ð°ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
Ð½Ð°ÑÑÐ¶ÐµÐ½Ð¸Ðµ Ð½Ð° ÑÐ¿Ð¾ÑÑ
Ð¿Ð»Ð¸ÑÑ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ
post-tension
tendons
prestressed concrete
floor slabs

description: Ð¦ÐµÐ»ÑÑ Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÐµÑÑÑ ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¿ÑÐ¾ÐµÐºÑÐ½Ð¾Ð¹ Ð´Ð¾ÐºÑÐ¼ÐµÐ½ÑÐ°ÑÐ¸Ð¸ Ð½Ð° Ð¾Ð±ÑÐµÐºÑ ÐºÐ°Ð¿Ð¸ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð° Ð¸ Ð°Ð½Ð°Ð»Ð¸Ð· Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾-Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ñ Ð¸ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿Ð¾ÑÐ¾Ð±Ð½Ð¾ÑÑÐ¸ Ð¿Ð»Ð¸Ñ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð¿Ð¾ÑÑÐ½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ñ. ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð½Ð¾Ð¹ ÑÐµÐ»Ð¸ Ð±ÑÐ»Ð¸ ÑÐµÑÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸: â¢ ÐÐ·ÑÑÐ¸ÑÑ Ð¿Ð¾Ð´ÑÐ¾Ð´ Ðº ÑÐ°ÑÑÐµÑÑ Ð¿Ð¾ÑÑÐ½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð² ÑÐ¾ÑÑÐ¸Ð¹ÑÐºÐ¾Ð¹ Ð¸ Ð¼ÐµÐ¶Ð´ÑÐ½Ð°ÑÐ¾Ð´Ð½Ð¾Ð¹ Ð¿ÑÐ°ÐºÑÐ¸ÐºÐ°Ñ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ â¢ Ð¡Ð¾Ð·Ð´Ð°ÑÑ Ð´Ð²Ð° Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ° ÑÐ°ÑÑÐµÑÐ½ÑÑ ÑÑÐµÐ¼ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ð´Ð»Ñ Ð´Ð°Ð»ÑÐ½ÐµÐ¹ÑÐµÐ³Ð¾ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð¸Ñ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ½ÑÑ Ð¸ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½ÑÑ ÑÐ°ÑÐ°ÐºÑÐµÑÐ¸ÑÑÐ¸Ðº â¢ Ð¡ÑÐ°Ð²Ð½Ð¸ÑÑ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½Ð¾ÑÑÑ Ð¿Ð»Ð¸Ñ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ñ Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸ÐµÐ¼ Ð¿Ð¾ÑÑÐ½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð°ÑÐ¼Ð°ÑÑÑÑ Ð¸ Ð±ÐµÐ· Ð½ÐµÐ³Ð¾ â¢ ÐÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°ÑÑ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÐµ ÑÑÐ¸Ð»Ð¸Ñ Ð¸ Ð´ÐµÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¸ Ð¿ÑÐ¸ ÑÐ°ÑÑÐµÑÐµ Ð¿Ð¾ 1 Ð¸ 2 Ð³ÑÑÐ¿Ð¿Ð°Ð¼ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÑ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ð¹ Ð² Ð¿Ð»Ð¸ÑÐ°Ñ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹ â¢ ÐÑÐ±ÑÐ°ÑÑ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½ÑÑ ÑÑÐµÐ¼Ñ Ð½Ð° Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¸ ÑÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° ÑÐ°ÑÑÐ¾Ð´Ð° Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾Ð² Ð´Ð²ÑÑ ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ð½ÑÑ Ð²Ð°ÑÐ¸Ð°Ð½ÑÐ¾Ð² Ð¿Ð»Ð¸Ñ Ð¿ÐµÑÐµÐºÑÑÑÐ¸Ð¹. ÐÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð·Ð°ÐºÐ»ÑÑÐ°ÐµÑÑÑ Ð² Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ð¸ Ð½Ð°Ð¿ÑÑÐ¶ÐµÐ½Ð½Ð¾Ð´ÐµÑÐ¾ÑÐ¼Ð¸ÑÐ¾Ð²Ð°Ð½Ð½Ð¾Ð³Ð¾ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ñ. ÐÑÐ¾Ð¸Ð·Ð²Ð¾Ð´Ð¸ÑÑÑ ÑÐ°ÑÑÐµÑ Ð¿Ð¾ 1 Ð¸ 2 Ð³ÑÑÐ¿Ð¿Ð°Ð¼ Ð¿ÑÐµÐ´ÐµÐ»ÑÐ½ÑÑ ÑÐ¾ÑÑÐ¾ÑÐ½Ð¸Ð¹. ÐÑÐ±Ð¸ÑÐ°ÐµÑÑÑ Ð¾Ð¿ÑÐ¸Ð¼Ð°Ð»ÑÐ½Ð°Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð²Ð½Ð°Ñ ÑÑÐµÐ¼Ð°. ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð¿Ð¾Ð»ÑÑÐµÐ½Ð½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð±ÑÐ»Ð¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½ÑÐµ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÑ: Autodesk Revit 2021, ÐÐÐ Ð-Ð¡ÐÐÐ  2016, Ð¡ÐÐÐ¤ÐÐ  2016, RISA ADAPT Builder 2021, Autodesk AutoCAD 2016, Autodesk Navisworks Manage 2021, Ð¡Ð¸Ð³Ð¼Ð° ÐÐ, ÐÐ¾ÑÐ¼ÐºÐ°Ð´, Microsoft Office.
description: The purpose of this work is to develop design documentation for a capital construction facility and analyze the stress-strain state and bearing capacity of floor slabs using post-stressing. To achieve this goal, the following tasks were solved: â¢ To study the approach to the analysis of posttensioned structures in Russian and international design practices â¢ Create two variants of floor design schemes for further analysis of their strength and deformation characteristics â¢ Compare the deformability of floor slabs with and without reinforcement post-tensioning â¢ Analyze the resulting forces and deformations in the calculation for groups 1 and 2 of limit states in floor slabs â¢ Select the optimal design scheme based on a comparative analysis of the consumption of materials of the two considered options for floor slabs. The study consists in determining the stress-strain state. The calculation is made for groups 1 and 2 of limit states. The optimal design scheme is selected. To achieve the results obtained, the following software packages were used: Autodesk Revit 2021, LIRA-SAPR 2016, SAPFIR 2016, RISA ADAPT Builder 2021, Autodesk AutoCAD 2016, Autodesk Navisworks Manage 2021, Sigma PB, NormCAD, Microsoft Office.