Wind Loads on a High-Rise Building

dc.authorscopusid 56091980300
dc.authorscopusid 57194431559
dc.authorscopusid 56206456100
dc.authorscopusid 57216907958
dc.authorscopusid 57194546760
dc.contributor.author Lalin,V.
dc.contributor.author Galyamichev,A.
dc.contributor.author Zdanchuk,E.
dc.contributor.author Mutovkin,A.
dc.contributor.author Dogru,S.
dc.date.accessioned 2024-05-25T12:33:36Z
dc.date.available 2024-05-25T12:33:36Z
dc.date.issued 2020
dc.department Okan University en_US
dc.department-temp Lalin V., Peter the Great St. Petersburg Polytechnic University, Saint Petersburg, Russian Federation; Galyamichev A., Peter the Great St. Petersburg Polytechnic University, Saint Petersburg, Russian Federation; Zdanchuk E., Peter the Great St. Petersburg Polytechnic University, Saint Petersburg, Russian Federation; Mutovkin A., Peter the Great St. Petersburg Polytechnic University, Saint Petersburg, Russian Federation; Dogru S., Istanbul Okan University, Istanbul, Turkey en_US
dc.description.abstract The paper presents an analysis of the wind effect on a building with complicated geometric shape, based on a comparison of the extreme wind pressure distribution airflow research in a wind tunnel and as a result of an analytical calculation based on standards. The main differences between the analytical and actual model of wind pressure on the buildings under study are shown. So the surrounding buildings do not allow large positive pressure to arise on the facades which is well reflected in the wind-tunnel tests and not taken into account in the regulatory calculation. Wind-tunnel tests show the presence of an end zone for positive pressure on the facades, while the regulatory calculation gives out only one value of positive pressure along the height of the facade. As a result of the study, the need for assessing the wind effect through physical or numerical modeling on newly built buildings, as well as sealing development objects, when the erected object is able to make significant adjustments both to the existing aerodynamic situation on the ground and to influence the pedestrian comfort of the territory. © Springer Nature Switzerland AG 2020. en_US
dc.identifier.citationcount 4
dc.identifier.doi 10.1007/978-3-030-42351-3_48
dc.identifier.endpage 562 en_US
dc.identifier.issn 2366-2557
dc.identifier.scopus 2-s2.0-85085250867
dc.identifier.scopusquality Q4
dc.identifier.startpage 551 en_US
dc.identifier.uri https://doi.org/10.1007/978-3-030-42351-3_48
dc.identifier.uri https://hdl.handle.net/20.500.14517/2499
dc.identifier.volume 70 en_US
dc.language.iso en
dc.publisher Springer en_US
dc.relation.ispartof Lecture Notes in Civil Engineering en_US
dc.relation.publicationcategory Kitap Bölümü - Uluslararası en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.scopus.citedbyCount 4
dc.subject Aerodynamic loads en_US
dc.subject Aerodynamics en_US
dc.subject Codes (standards) en_US
dc.subject Structural dynamics en_US
dc.subject Wind stress en_US
dc.subject Wind tunnels en_US
dc.title Wind Loads on a High-Rise Building en_US
dc.type Book Part en_US

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