Trial design of the Fisht olympic stadium roof in Sochi

Автор: Porivaev Ilya Arkadievich, Semenov Aleksandr Aleksandrovich, Shigapov Rustam Ramilevich, Belyaeva Svetlana Vladimirovna, Kokoreva Anna Andreevna

Журнал: Строительство уникальных зданий и сооружений @unistroy

Статья в выпуске: 6 (45), 2016 года.

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The object of the article is the shed cover of the Fisht Olympic Stadium - the venue of the Opening Ceremony of the Winter Olympics in 2014. The study proposed and investigated several variants of the shed structures - shed of the plane frameworks (which existed in 2012-2015.), the shed of the lenticular frames with variable height; shed of the cross frames and shade of the cross shaped frames. The analysis of the stress-strain behavior of the different variants of the shed was made using a SCAD Office; considering the optimization of geometrical parameters of the proposed new options and a comparative analysis of the developed solutions. During the research the height of a covering was changed. It is found that the variable height structures are more effective.

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Long span structure, plane frame work, space frame, cross shaped frame, lenticular frame, ration depth, comparative analysis

Короткий адрес: https://sciup.org/14322345

IDR: 14322345

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