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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
31

Разработка конструктивного решения каркаса одноэтажного промышленного здания из ЛСТК, оборудованного подвесным краном грузоподъемностью до 2-3 тонн : магистерская диссертация / Development of a constructive solution for the frame of a single-storey industrial building made of LSTC equipped with an overhead crane with a lifting capacity of up to 2-3 tons

Никагосов, Д. В., Nikagosov, D. V. January 2021 (has links)
Работа посвящена разработке нового технического решения узла крепления подкрановых балок к ригелю покрытия рамы здания из ЛСТК (легких стальных тонкостенных конструкций), а также изучению его работы под нагрузкой. В результате исследования разработаны рабочие чертежи узла крепления и инженерный метод расчета данного узла, что позволяет расширить область применения каркасов из ЛСТК для строительства однопролетных зданий с подвесными кранами грузоподъемностью до 2-3 тс. В рамках настоящего исследования разработана расчетная пространственная модель здания в ПК ЛИРА-САПР 2016, произведен статический расчет по расчетным сочетаниям усилий. На основании результатов расчета методом конечных элементов определены максимальные действующие усилия, возникающие в несущих конструкциях. / Present work is devoted to the development of a new technical solution for the attachment joint of crane beams to the girder of the building frame covering made of LSTWS (Light steel thin-walled structures), as well as the study of its operation under load. As a result of the study, working drawings of the attachment joint and an engineering method for calculating this unit were developed, which makes it possible to expand the scope of application of frames from LSTWS for the construction of single-span buildings with overhead cranes with a lifting capacity of up to 2-3 t. Within the framework of this study, a computational spatial model of the building was developed in the FEA software LIRA-SAPR 2016. Static calculation was performed based on the design combinations of efforts. Based on the results of the calculation by the finite element method (FEM), the maximum acting forces arising in the supporting structures are determined.
32

Business centrum / Business Centre

Dušek, Ivo January 2018 (has links)
This Master thesis was about calculation and design of supporting steel bar structure multi storey administrative building. Steel structure with rotation symmetric floor plan has sixteen storey. Maximal size of building is 100x100m. Structural design report is made by a combination of manual calculations and calculations using software RFEM by Dlubal. Structural design report includes calculations of secondary beam, primary beam, column, bracing, purin, truss girder and others part of structure with their connections. Thesis includes drawing documentation and report.
33

Ocelová konstrukce průmyslové budovy / Steel structure of an industrial building

Kopecký, Ladislav January 2016 (has links)
Industrial hall with storage outbuilding. The length of the hall is 72 meters and width of 30 meters. The main hall has a span 24 meters and the outbuilding has a span 6m. The distance between primary steel frame is 6 meters. The height of the main hall is 10.7 meters and a height of outbuilding is 13.0 metres. The roof is flat with roof slope of 3.5% the main hall and 8.75% outbuilding. The structural system of the hall's bar structure. Primary steel frame is designed as a steel frame rafter with eaves haunch. In the roof structure are designed purlins. The stability of the structure is secured by roof braces and longitudinal braces. The hall is pin-supported on the foundation pad. The hall is clad wall and roof panels PUR. Main hall is equipped with a bridge crane with capacity of 8 tons.

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