Wind Loads on a High-Rise Building

dc.authorscopusid56091980300
dc.authorscopusid57194431559
dc.authorscopusid56206456100
dc.authorscopusid57216907958
dc.authorscopusid57194546760
dc.contributor.authorLalin,V.
dc.contributor.authorGalyamichev,A.
dc.contributor.authorZdanchuk,E.
dc.contributor.authorMutovkin,A.
dc.contributor.authorDogru,S.
dc.date.accessioned2024-05-25T12:33:36Z
dc.date.available2024-05-25T12:33:36Z
dc.date.issued2020
dc.departmentOkan Universityen_US
dc.department-tempLalin 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, Turkeyen_US
dc.description.abstractThe 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.citation4
dc.identifier.doi10.1007/978-3-030-42351-3_48
dc.identifier.endpage562en_US
dc.identifier.issn2366-2557
dc.identifier.scopus2-s2.0-85085250867
dc.identifier.scopusqualityQ4
dc.identifier.startpage551en_US
dc.identifier.urihttps://doi.org/10.1007/978-3-030-42351-3_48
dc.identifier.urihttps://hdl.handle.net/20.500.14517/2499
dc.identifier.volume70en_US
dc.language.isoen
dc.publisherSpringeren_US
dc.relation.ispartofLecture Notes in Civil Engineeringen_US
dc.relation.publicationcategoryKitap Bölümü - Uluslararasıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAerodynamic loadsen_US
dc.subjectAerodynamicsen_US
dc.subjectCodes (standards)en_US
dc.subjectStructural dynamicsen_US
dc.subjectWind stressen_US
dc.subjectWind tunnelsen_US
dc.titleWind Loads on a High-Rise Buildingen_US
dc.typeBook Parten_US
dspace.entity.typePublication

Files