Determination of Pressure Coefficient for a High-Rise Building with Atypical Ground Plan

In this article, the results of pressure coefficient on the atypical object obtained by experimental measurements in a boundary layer wind tunnel (BLWT) of Slovak University of Technology in Bratislava (STU) and computational fluid dynamics simulation (CFD) are presented. The pressure coefficient is...

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Main Authors: Medvecká Soňa, Ivánková Ol’ga, Macák Marek, Michalcová Vladimíra
Format: Article
Language:English
Published: Sciendo 2018-12-01
Series:Civil and Environmental Engineering
Subjects:
Online Access:https://doi.org/10.2478/cee-2018-0018
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author Medvecká Soňa
Ivánková Ol’ga
Macák Marek
Michalcová Vladimíra
author_facet Medvecká Soňa
Ivánková Ol’ga
Macák Marek
Michalcová Vladimíra
author_sort Medvecká Soňa
collection DOAJ
description In this article, the results of pressure coefficient on the atypical object obtained by experimental measurements in a boundary layer wind tunnel (BLWT) of Slovak University of Technology in Bratislava (STU) and computational fluid dynamics simulation (CFD) are presented. The pressure coefficient is one of the most important parameters expressing the wind pressure distribution on the structure. The loading by wind can only be acquired by execution of detailed tests and numerical analyses [1].
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spelling doaj.art-45dca048549b4fdeab5edf6a5b292d022022-12-22T03:33:31ZengSciendoCivil and Environmental Engineering1336-58352199-65122018-12-0114213814510.2478/cee-2018-0018cee-2018-0018Determination of Pressure Coefficient for a High-Rise Building with Atypical Ground PlanMedvecká Soňa0Ivánková Ol’ga1Macák Marek2Michalcová Vladimíra3Department of Structural Mechanics, Faculty of Civil Engineering, Slovak University of Technology, Radlinského 11, 810 05Bratislava, Slovakia.Department of Structural Mechanics, Faculty of Civil Engineering, Slovak University of Technology, Radlinského 11, 810 05Bratislava, Slovakia.Department of Mathematics and Descriptive Geometry, Faculty of Civil Engineering, Slovak University of Technology, Radlinského 11, 810 05Bratislava, Slovakia.Department of Structural Mechanics, Faculty of Civil Engineering, Technical University of Ostrava, L. Podéšt 1875/17, 708 33 Ostrava – Poruba, Czech Republic.In this article, the results of pressure coefficient on the atypical object obtained by experimental measurements in a boundary layer wind tunnel (BLWT) of Slovak University of Technology in Bratislava (STU) and computational fluid dynamics simulation (CFD) are presented. The pressure coefficient is one of the most important parameters expressing the wind pressure distribution on the structure. The loading by wind can only be acquired by execution of detailed tests and numerical analyses [1].https://doi.org/10.2478/cee-2018-0018wind flowingexternal wind pressure coefficientslaboratory measurementsansys and cfd simulations
spellingShingle Medvecká Soňa
Ivánková Ol’ga
Macák Marek
Michalcová Vladimíra
Determination of Pressure Coefficient for a High-Rise Building with Atypical Ground Plan
Civil and Environmental Engineering
wind flowing
external wind pressure coefficients
laboratory measurements
ansys and cfd simulations
title Determination of Pressure Coefficient for a High-Rise Building with Atypical Ground Plan
title_full Determination of Pressure Coefficient for a High-Rise Building with Atypical Ground Plan
title_fullStr Determination of Pressure Coefficient for a High-Rise Building with Atypical Ground Plan
title_full_unstemmed Determination of Pressure Coefficient for a High-Rise Building with Atypical Ground Plan
title_short Determination of Pressure Coefficient for a High-Rise Building with Atypical Ground Plan
title_sort determination of pressure coefficient for a high rise building with atypical ground plan
topic wind flowing
external wind pressure coefficients
laboratory measurements
ansys and cfd simulations
url https://doi.org/10.2478/cee-2018-0018
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