title: ÐÐ½Ð¾Ð³Ð¾ÑÑÐ°Ð¶Ð½Ð¾Ðµ Ð¶Ð¸Ð»Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ Ð¸Ð· Ð¿ÐµÑÐµÐºÑÐµÑÑÐ½Ð¾ÐºÐ»ÐµÐµÐ½ÑÑ Ð´ÐµÑÐµÐ²ÑÐ½Ð½ÑÑ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹
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: Multistorey residential building made of cross-laminated timber structures
Creators: name: Ð¡Ð¾ÐºÐ¾Ð»Ð¾Ð², ÐÐ¸ÐºÐ¾Ð»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: 2022
Subjects: Ð¿ÐµÑÐµÐºÑÐµÑÑÐ½Ð¾ÐºÐ»ÐµÐµÐ½ÑÐµ Ð´ÐµÑÐµÐ²ÑÐ½Ð½ÑÐµ Ð¿Ð°Ð½ÐµÐ»Ð¸
Ð¶Ð¸Ð»Ð¾Ðµ Ð·Ð´Ð°Ð½Ð¸Ðµ
Ð¶ÐµÑÑÐºÐ¾ÑÑÐ¸ ÑÐ·Ð»Ð¾Ð²ÑÑ ÑÐ¾ÐµÐ´Ð¸Ð½ÐµÐ½Ð¸Ð¹
ÐºÐ»ÐµÐµÐ½ÑÐµ Ð´ÐµÑÐµÐ²ÑÐ½Ð½ÑÐµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸
cross-laminated timber
residential building
stiffness of the joints
laminated wood structures

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description: Theme of final qualification work: Â«Multistorey residential building made of cross-laminated timber structuresÂ».This work presents the design documentation for the construction of a residential building in accordance with Russian Federationâs Government Decree â 87 of February 16, 2008. Developed: Scheme of the planning organization of the land, architectural, volumetric-planning and constructive solutions, measures to ensure fire safety and access for persons with disabilities and compiled cost estimate documentation for construction works.The peculiarity of this project is the use of wooden constructions as the main bearing element, namely CLT panels, which have never been used before in the territory of the Russian Federation for multistorey capital construction. Also, the paper considers the effect of various rigidities of the joints on the distribution of forces in the wooden structures. As part of this study, the following tasks are set:1) forming a design scheme in the ETABS software package2) Defining stiffness of joints3) Calculation with different stiffnesses4) Force analysis5) Drawing conclusions and recommendations.Force analysis has shown that semi-rigid connections provide the greatest reliability of structures, and therefore the design of such assemblies is appropriate, but not for multistorey buildings.