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Formát
| Článek |
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Hlavní záhlaví
|  Králik, Juraj, 1952- |
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Název
| Probabilistic Assessment to Analyse of Soil Structure Interaction of Tall Buildings / Juraj Králik, Juraj Králik, jr. |
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Popis (rozsah)
| 9 obrázků, 8 tabulek |
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Typ obsahu
| text |
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Ext.odkaz
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 Plný text
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EXEMPLÁŘE
| Všechny jednotky |
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Zdroj.dokument
| Transactions of the VSB - Technical University of Ostrava. Civil Engineering Series. -- Ročník 22, číslo 2, (2022), strana 22-29. -- ISSN 1213-1962 |
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Další původce
| Králik, Juraj |
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Poznámka
| Obsahuje bibliografii |
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Abstrakt
| This paper presents the results from the deterministic and probabilistic analysis of the accidental torsional effect on seismic resistance of the tall building. The methodology of the seismic analysis of the structures in Eurocode and JCSS is discussed. The possibilities of the utilization the RSM and LHS method to analyse the extensive and robust tasks in FEM is presented. The influences of the local site effects - masses, stiffness, and thickness of the layered subsoil - can significantly modify the stresses and deflections of the structural system. The influence of the uncertainties of the input and output parameters is considered. The deterministic and probability analysis of the seismic resistance of the structure was calculated in the ANSYS program.. |
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Předmět. kateg.
| bezpečnost |
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Předmět. heslo
| výškové stavby |
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| stavební konstrukce |
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| mechanika zemin |
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| seizmicita |
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| teorie pravděpodobnosti |
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| ANSYS Fluent (software) |
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Skupina Konspektu
| 624 - Stavební inženýrství |
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MDT
| 624 |
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| 519.2 |
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Systém. číslo
| 006506394 |
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