Dynamic analysis of building for wind impact by analytic method.

Maslennikov, A. M.; Auta, Samuel M.

Please use this identifier to cite or link to this item: http://irepo.futminna.edu.ng:8080/jspui/handle/123456789/10920

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DC Field	Value	Language
dc.contributor.author	Maslennikov, A. M.	-
dc.contributor.author	Auta, Samuel M.	-
dc.date.accessioned	2021-07-21T21:54:51Z	-
dc.date.available	2021-07-21T21:54:51Z	-
dc.date.issued	2006-04	-
dc.identifier.citation	Maslennikov, A. M. and Auta, S. M. (2006) Dynamic analysis of building for wind impact by analytic method. Structural Mechanics and Analysis of Structures, Scientific-Technical Journal, Construction. Moscow. No.1, pp.39-40. (Translated from Russian edition).	en_US
dc.identifier.issn	0039-2383	-
dc.identifier.uri	http://repository.futminna.edu.ng:8080/jspui/handle/123456789/10920	-
dc.description.abstract	Dynamic analysis of an elastic nonlinear material truss using analytic method is presented. A lumped mass model is used for the truss and the non-linearity of the structure is investigated using equations of motion. Fifteen (15) masses were used for the structure. Results from iteration process in terms of acceleration, stress, strain and displacement were deduced. The result thus show no significant non-linearity of the structure.	en_US
dc.language.iso	other	en_US
dc.publisher	Scientific research center of the Federation, Moscow	en_US
dc.subject	wind load	en_US
dc.subject	dynamic analysis	en_US
dc.subject	nonlinear	en_US
dc.subject	analytic	en_US
dc.subject	truss	en_US
dc.subject	lumped mass	en_US
dc.title	Dynamic analysis of building for wind impact by analytic method.	en_US
dc.title.alternative	Analysis of nonilinear elastic material truss under wind load	en_US
dc.type	Article	en_US
Appears in Collections:	Civil Engineering

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