Determination of Pressure Coefficient for a High-Rise Building with Atypical Ground Plan
Abstract
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].
Language: English
Page range: 138 - 145
Published on: Dec 24, 2018
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
Publication frequency: 2 times per year
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© 2018 Soňa Medvecká, Ol’ga Ivánková, Marek Macák, Vladimíra Michalcová, published by University of Žilina
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.