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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Veröffentlicht in:Stroitel'stvo unikal'nyh zdanij i sooruhenij H. 8; S. 7 - 26
Hauptverfasser: Semenov, A A, Porivaev, I A, Kuznetcov, D V, Nguen, T H, Saitgalina, A S, Tregubova, E S
Format: Journal Article
Sprache:Russisch
Veröffentlicht: St. Petersburg Production, Research and Design Institution "Venchur", Technological Cluster of Saint-Petersburg State Polytechnical University 07.06.2017
Schlagworte:
Catastrophic collapse
Corporate profiles
High rise buildings
Load
Load bearing elements
Mathematical analysis
Structural analysis
Wind loads
ISSN:2304-6295
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Abstract 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.
AbstractList 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.
Author Tregubova, E S
Nguen, T H
Kuznetcov, D V
Porivaev, I A
Semenov, A A
Saitgalina, A S
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SubjectTerms Catastrophic collapse
Corporate profiles
High rise buildings
Load
Load bearing elements
Mathematical analysis
Structural analysis
Wind loads
Title Напряженно-деформированное состояние высотного здания при ветровом воздействии и прогрессирующем обрушении
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