Напряженно-деформированное состояние высотного здания при ветровом воздействии и прогрессирующем обрушении

The subject of research is Idel Tower, the first high-rise building in the Republic of Bashkortostan. This study present the strength calculation of load bearing members of high-rise building under wind load and progressive collapse for structural analysis. The calculations were performed in softwar...

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Vydáno v:	Stroitel'stvo unikal'nyh zdanij i sooruhenij číslo 8; s. 7 - 26
Hlavní autoři:	Semenov, A A, Porivaev, I A, Kuznetcov, D V, Nguen, T H, Saitgalina, A S, Tregubova, E S
Médium:	Journal Article
Jazyk:	ruština
Vydáno:	St. Petersburg Production, Research and Design Institution "Venchur", Technological Cluster of Saint-Petersburg State Polytechnical University 07.06.2017
Témata:	Catastrophic collapse Corporate profiles High rise buildings Load Load bearing elements Mathematical analysis Structural analysis Wind loads
ISSN:	2304-6295
On-line přístup:	Získat plný text
Tagy:	Přidat tag Žádné tagy, Buďte první, kdo vytvoří štítek k tomuto záznamu!

Popis
Shrnutí:	The subject of research is Idel Tower, the first high-rise building in the Republic of Bashkortostan. This study present the strength calculation of load bearing members of high-rise building under wind load and progressive collapse for structural analysis. The calculations were performed in software SCAD 21.1. The results were obtained as the natural mode shapes of building oscillation that may cause resonance, the maximum displacements under static and dynamic wind loads and ratios of normal forces caused by wind load to overall loads. The worst emergency situations were detected. The determination of the amount of reinforcements for ensuring the safety of people in emergencies for this building has also shown in this study.
Bibliografie:	ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 14
ISSN:	2304-6295
DOI:	10.18720/CUBS.59.1