Optimal outrigger system placement and configuration for high-rise building

Автор: Chernukha Nikita Antonovich, Gorelik Polina Igorevna, Lepeshkina Daria Olegovna, Chervova Nikita Andreevich

Журнал: Строительство уникальных зданий и сооружений @unistroy

Статья в выпуске: 9 (36), 2015 года.

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Engineering of high-rise building is one of construction sector priorities today. Wind loads have significant impact on upper part of a building horizontal displacement. In this article different high-rise building structural schemes are presented. Analysis of 350-meter-high building was done. The main goal of the research is determination of optimal stiffener ring structural scheme among solid wall, frame and truss structure. Calculation of model was conducted with the help of SCAD Office software system, which use finite-element analysis. According to results, the most effective stiffener ring structure is truss structure.

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High-rise buildings, outrigger systems, stiffening core, wind load, structural scheme, horizontal displacement, truss-stiffened

Короткий адрес: https://sciup.org/14322279

IDR: 14322279

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