2018
DOI: 10.2478/cee-2018-0018
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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].

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Cited by 9 publications
(8 citation statements)
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References 11 publications
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“…This case study aims to evaluate the capability of the platform to generate the model and accurately predict the C p values on the surfaces of a high-rise building with an irregular (S-shape) floor-plan. The model and the experimental results are taken from Medvecká et al (2018), see Figure 13. The The wind profile employed in the experiment corresponds to a terrain between categories III and IV.…”
Section: High-rise Building With S-shape Floor-planmentioning
confidence: 99%
“…This case study aims to evaluate the capability of the platform to generate the model and accurately predict the C p values on the surfaces of a high-rise building with an irregular (S-shape) floor-plan. The model and the experimental results are taken from Medvecká et al (2018), see Figure 13. The The wind profile employed in the experiment corresponds to a terrain between categories III and IV.…”
Section: High-rise Building With S-shape Floor-planmentioning
confidence: 99%
“…The first model was a circular cylinder with a diameter of 110 mm and a height of 300 mm. Second, an atypical model was designed by combining two semicircles and a rectangle with a floor plan in the shape of the letter S. Detailed experimental and numerical study of the stand-alone S shape building was published by Medvecká et al [24]. The total width and length were 150 mm, height 300 mm.…”
Section: Geometry Arrangements Of Models and Location Of The Pressure Tapsmentioning
confidence: 99%
“…In 2006, Mashhad urban design plan developed the underground spaces around the Holy Shrine with 145 H in order to achieve two purposes: (1) Improving mixed-used land-use and urban spaces, (2) decreasing the problems related to overcrowding and also increasing "private projects" [3]. In accordance with the principle and the model of the mentioned scheme, the urban spaces of RahBagh, subway stations, and the Holy Shrine have been considered as the underground pioneer project.…”
Section: Salam Rahbaghmentioning
confidence: 99%