title: Ð£ÑÐ¾ÑÐ½ÑÐ½Ð½ÑÐ¹ ÑÐ±Ð¾Ñ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð² ÑÐ°ÑÑÐµÑÐµ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð¿ÑÐ¾Ð¼ÑÑÐ»ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¸ Ð³ÑÐ°Ð¶Ð´Ð°Ð½ÑÐºÐ¾Ð³Ð¾ Ð½Ð°Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ
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: Precise load calculation in structural analysis of industrial and civil buildings
Creators: name: ÐÑÐ»Ð°Ð½ÑÐ¸Ðº, ÐÐ¼Ð¸ÑÑÐ¸Ð¹
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: 2021
Subjects: Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸ Ð¸ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ
ÑÐ±Ð¾Ñ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº
Ð¿ÑÐ¸Ð»Ð¾Ð¶ÐµÐ½Ð¸Ðµ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº
ÑÐ°ÑÑÐµÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹
ÑÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð·
Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾ÐµÐ¼ÐºÐ¾ÑÑÑ
loads and actions
load calculation
load application
structural analysis
comparative analysis
material consumption

description: Ð Ð°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° ÑÑÐ¾ÑÐ½ÐµÐ½Ð¸Ñ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð¸ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ð¹, Ð½Ð°Ð·Ð½Ð°ÑÐ°ÐµÐ¼ÑÑ Ð² ÑÐ¾Ð´Ðµ Ð¿ÑÐ¾ÑÐµÑÑÐ° ÑÐ±Ð¾ÑÐ° Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð¿ÑÐ¸ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ð¸ Ð½ÐµÑÑÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹. Ð¦ÐµÐ»Ñ ÑÐ°Ð±Ð¾ÑÑ â Ð¾ÑÐµÐ½Ð¸ÑÑ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÑ ÑÑÐ¾ÑÐ½ÐµÐ½Ð½Ð¾Ð³Ð¾ ÑÐ±Ð¾ÑÐ° Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð¿ÑÐ¸ ÑÐ°ÑÑÐµÑÐµ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð¿ÑÐ¾Ð¼ÑÑÐ»ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¸ Ð³ÑÐ°Ð¶Ð´Ð°Ð½ÑÐºÐ¾Ð³Ð¾ Ð½Ð°Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ. ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ ÑÐµÐ»Ð¸ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸: 1. ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½ Ð°Ð½Ð°Ð»Ð¸Ð· Ð½Ð¾ÑÐ¼Ð°ÑÐ¸Ð²Ð½Ð¾Ð¹ Ð¸ Ð½Ð°ÑÑÐ½Ð¾-Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÐµÐ»ÑÑÐºÐ¾Ð¹ Ð±Ð°Ð·Ñ, Ð° ÑÐ°ÐºÐ¶Ðµ ÑÐ»Ð¾Ð¶Ð¸Ð²ÑÐ¸ÑÑÑ Ð² Ð¿ÑÐ°ÐºÑÐ¸ÐºÐµ Ð¿Ð¾Ð´ÑÐ¾Ð´Ð¾Ð² Ðº ÑÐ±Ð¾ÑÑ Ð¸ Ð½Ð°Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº. 2. ÐÑÑÐ²Ð»ÐµÐ½Ð° Ð¿ÑÐ¾Ð±Ð»ÐµÐ¼Ð°ÑÐ¸ÐºÐ° Ð¿ÑÐ¾ÑÐµÑÑÐ° ÑÐ±Ð¾ÑÐ° Ð¸ Ð½Ð°Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð¿ÑÐ¸ ÑÐ°ÑÑÐµÑÐµ Ð¸ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ð¸ Ð½ÐµÑÑÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹. 3. ÐÑÐ´ÐµÐ»ÐµÐ½Ñ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸, Ð²Ð½Ð¾ÑÑÑÐ¸Ðµ Ð·Ð½Ð°ÑÐ¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð²ÐºÐ»Ð°Ð´ Ð² ÐÐÐ¡ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð¸ Ð½ÑÐ¶Ð´Ð°ÑÑÐ¸ÐµÑÑ Ð² ÑÑÐ¾ÑÐ½ÐµÐ½Ð¸Ð¸, Ð° ÑÐ°ÐºÐ¶Ðµ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½ Ð´ÐµÑÐ°Ð»ÑÐ½ÑÐ¹ ÑÐ³Ð»ÑÐ±Ð»ÐµÐ½Ð½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· Ð¸Ñ ÑÐ²Ð¾Ð¹ÑÑÐ², ÑÑÑÐµÑÑÐ²ÑÑÑÐ¸Ñ Ð¼ÐµÑÐ¾Ð´Ð¾Ð², Ð¿Ð¾Ð´ÑÐ¾Ð´Ð¾Ð² Ð¸ ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸Ð¹ Ðº Ð¸Ñ Ð½Ð°Ð·Ð½Ð°ÑÐµÐ½Ð¸Ñ. 4. ÐÐ° Ð¾ÑÐ½Ð¾Ð²Ðµ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° Ð¿ÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½Ñ Ð¿Ð¾Ð´ÑÐ¾Ð´Ñ, ÑÐ°Ð·ÑÐ°Ð±Ð¾ÑÐ°Ð½Ñ Ð°Ð»Ð³Ð¾ÑÐ¸ÑÐ¼Ñ Ð¸ ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸Ð¸ Ð¿Ð¾ ÑÑÐ¾ÑÐ½ÐµÐ½Ð¸Ñ Ð²ÑÐ´ÐµÐ»ÐµÐ½Ð½ÑÑ ÑÐ¸Ð¿Ð¾Ð² Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº. 5. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ñ Ð´ÐµÐ¼Ð¾Ð½ÑÑÑÐ°ÑÐ¸Ð¾Ð½Ð½ÑÐµ ÑÐ°ÑÑÐµÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð·Ð´Ð°Ð½Ð¸Ð¹ Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ (Ð´Ð»Ñ ÐºÐ¾ÑÐ¾ÑÑÑ ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ð½ÑÐµ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸ ÑÐ²Ð»ÑÑÑÑÑ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÑÑÑÐ¸Ð¼Ð¸) Ð¿ÑÐ¸ Ð´ÐµÐ¹ÑÑÐ²Ð¸Ð¸ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÑÑÑÐµÐ¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸, Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð½Ð¾Ð¹ Ð¿Ð¾ ÑÑÑÐ¾ÑÐ²ÑÐ¸Ð¼ÑÑ Ð¸ Ð·Ð°Ð»Ð¾Ð¶ÐµÐ½Ð½ÑÐ¼ Ð² Ð½Ð¾ÑÐ¼Ð°Ñ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ°Ð¼, Ð¸ Ð¿ÑÐ¸ Ð´ÐµÐ¹ÑÑÐ²Ð¸Ð¸ ÑÑÐ¾ÑÐ½ÐµÐ½Ð½Ð¾Ð¹ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÑÑÑÐµÐ¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸. 6. ÐÑÐ¿Ð¾Ð»Ð½ÐµÐ½ ÑÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐ¹ Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² ÑÐ°ÑÑÐµÑÐ¾Ð², Ð½Ð° ÐµÐ³Ð¾ Ð¾ÑÐ½Ð¾Ð²Ðµ Ð´Ð°Ð½Ð° Ð¾ÑÐµÐ½ÐºÐ° ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÐ¸ Ð¿ÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½Ð½ÑÑ ÑÐ¿Ð¾ÑÐ¾Ð±Ð¾Ð² ÑÑÐ¾ÑÐ½ÐµÐ½Ð¸Ñ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº. ÐÐ° Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¸ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² ÑÐ°Ð±Ð¾ÑÑ ÑÐ´ÐµÐ»Ð°Ð½ Ð²ÑÐ²Ð¾Ð´ Ð¾ ÑÑÑÐµÑÑÐ²ÐµÐ½Ð½Ð¾Ð¼ Ð²Ð»Ð¸ÑÐ½Ð¸Ð¸ ÑÑÐ¾ÑÐ½ÐµÐ½Ð½Ð¾Ð³Ð¾ ÑÐ±Ð¾ÑÐ° Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð½Ð° Ð²ÐµÐ»Ð¸ÑÐ¸Ð½Ñ Ð²Ð½ÑÑÑÐµÐ½Ð½Ð¸Ñ ÑÑÐ¸Ð»Ð¸Ð¹ Ð² Ð½ÐµÑÑÑÐ¸Ñ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸ÑÑ, ÐºÐ¾Ð½ÐµÑÐ½ÑÑ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾ÐµÐ¼ÐºÐ¾ÑÑÑ Ð¸, ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²ÐµÐ½Ð½Ð¾, ÑÑÐ¾Ð¸Ð¼Ð¾ÑÑÑ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð°. ÐÐ°Ð»ÑÐ½ÐµÐ¹ÑÐµÐµ ÑÐ°Ð·Ð²Ð¸ÑÐ¸Ðµ ÑÑÐ¾ÑÐ½ÐµÐ½Ð½ÑÑ Ð¼ÐµÑÐ¾Ð´Ð¾Ð² ÑÐ±Ð¾ÑÐ° Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ñ Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸ÐµÐ¼ ÑÐ³Ð»ÑÐ±Ð»ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° ÑÐºÑÐ¿Ð»ÑÐ°ÑÐ°ÑÐ¸Ð¾Ð½Ð½ÑÑ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð¸ Ð¿Ð¾ÑÐ»ÐµÐ´ÑÑÑÐµÐµ Ð¸Ñ Ð²Ð½ÐµÐ´ÑÐµÐ½Ð¸Ðµ Ð² Ð¿ÑÐ¾ÐµÐºÑÐ½ÑÑ Ð¿ÑÐ°ÐºÑÐ¸ÐºÑ Ð¾ÐºÐ°Ð¶ÐµÑ ÑÑÑÐµÑÑÐ²ÐµÐ½Ð½ÑÐ¹ ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¸Ð¹ Ð¸ ÑÐºÐ¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÑÑÐµÐºÑ.
description: The given work is devoted to studying loads and impacts assigned during the process of load calculation in the design of load-bearing structures. The research set the following goals: 1. The analysis of the regulatory and research base, and the approaches to the assigning and calculation of loads, which have developed in practice. 2. The problematic of the process of calculation and assigning loads in the calculation and design of load-bearing structures has been identified. 3. The loads that make a significant contribution to the stress-strain state of structures and need to be clarified have been identified, and a detailed in-depth analysis of their properties, existing methods, approaches and requirements for their purpose has been carried out. 4. On the basis of the performed analysis, approaches are proposed, algorithms and recommendations for clarifying the selected types of loads are developed. 5. Demonstration calculations of the structures of buildings and structures (for which the considered loads are decisive) have been performed under the influence of the defining load, determined according to the well-established and established in the standards methods, and under the action of the refined defining load. 6. A comparative analysis of the calculation results is carried out, on its basis an assessment of the effectiveness of the proposed methods for precise load calculation is given. Based on the results of the work, it was concluded that precise load calculation has a significant effect on the values of internal forces in the supporting structures, the final material consumption and, accordingly, the cost of construction. Further development of refined methods of load calculation using in-depth analysis of operational loads and their subsequent introduction into design practice will have a significant economic and environmental effect.