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Please use this identifier to cite or link to this item: http://repository.futminna.edu.ng:8080/jspui/handle/123456789/11792
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dc.contributor.authorAuta, Samuel M.-
dc.contributor.authorMaslennikov, A. M.-
dc.date.accessioned2021-07-26T23:49:15Z-
dc.date.available2021-07-26T23:49:15Z-
dc.date.issued2006-
dc.identifier.citationAuta, S. M. and Maslennikov, A. M. (2006) Dynamic analysis of building for wind impact by analytic method. Proceedings of 63th International scientific-technical conference for young scientists, St. Petersburg State University of Architecture and Civil Engineering (SPUACE), St. Petersburg. Part I, pp. 103 – 106. (Translated from Russian edition).en_US
dc.identifier.otherUDK 624.078.012.35.046-
dc.identifier.urihttp://repository.futminna.edu.ng:8080/jspui/handle/123456789/11792-
dc.description.abstractIn this work, the method considered is applied to structural analysis for wind impact with pulsation component.Full impact of wind loading is performed by summation as average component. While the pulsation component is time bound (dynamic) where wind pressure is defined as a function of time. Analytic and numerical solutions are compared. Numerical is seen to be more pronounced than the analytic method.en_US
dc.language.isoenen_US
dc.publisherAuta, S. M. and Maslennikov, A. M. (Proceedings of 63th International scientific-technical conference for young scientists, St. Petersburg State University of Architecture and Civil Engineering (SPUACE), St. Petersburg.en_US
dc.subjectanalytic methoden_US
dc.subjectwind impacten_US
dc.subjectdynamic analysisen_US
dc.subjectnumerical methoden_US
dc.titleDynamic analysis of building for wind impact by analytic method.en_US
dc.typeArticleen_US
Appears in Collections:Civil Engineering

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