Nonlinear analysis of plane frames

The results obtained from the nonlinearly elastic, geometrically linear beam-column are almost identical to the results obtained by the method of Gurfinkel and Robinson [6] within the linear range of the stress-strain curve. When the displacements become large, the Gurfinkel and Robinson routine ten...

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Bibliographic Details
Main Author:	Bradshaw, Joel Clinton
Other Authors:	Civil Engineering
Format:	Others
Published:	Virginia Tech 2014
Subjects:	load bearing models LD5655.V855 1975.B73
Online Access:	http://hdl.handle.net/10919/42833 http://scholar.lib.vt.edu/theses/available/etd-06022010-020124/

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spelling	ndltd-VTETD-oai-vtechworks.lib.vt.edu-10919-428332021-05-05T05:40:15Z Nonlinear analysis of plane frames Bradshaw, Joel Clinton Civil Engineering Holzer, Siegfried M. Walker, Richard D. Somers, Arnold E. Jr. load bearing models LD5655.V855 1975.B73 The results obtained from the nonlinearly elastic, geometrically linear beam-column are almost identical to the results obtained by the method of Gurfinkel and Robinson [6] within the linear range of the stress-strain curve. When the displacements become large, the Gurfinkel and Robinson routine tends to give higher estimates of the strain state of the section being analysed as compared to the results via the finite element model. Changing the number of integration points seems to have a stronger effect on the results than refining the mesh. Master of Science 2014-03-14T21:36:45Z 2014-03-14T21:36:45Z 1975-05-05 2010-06-02 2010-06-02 2010-06-02 Thesis Text etd-06022010-020124 http://hdl.handle.net/10919/42833 http://scholar.lib.vt.edu/theses/available/etd-06022010-020124/ OCLC# 39010857 LD5655.V855_1975.B73.pdf In Copyright http://rightsstatements.org/vocab/InC/1.0/ 108 leaves BTD application/pdf application/pdf Virginia Tech
collection	NDLTD
format	Others
sources	NDLTD
topic	load bearing models LD5655.V855 1975.B73
spellingShingle	load bearing models LD5655.V855 1975.B73 Bradshaw, Joel Clinton Nonlinear analysis of plane frames
description	The results obtained from the nonlinearly elastic, geometrically linear beam-column are almost identical to the results obtained by the method of Gurfinkel and Robinson [6] within the linear range of the stress-strain curve. When the displacements become large, the Gurfinkel and Robinson routine tends to give higher estimates of the strain state of the section being analysed as compared to the results via the finite element model. Changing the number of integration points seems to have a stronger effect on the results than refining the mesh. === Master of Science
author2	Civil Engineering
author_facet	Civil Engineering Bradshaw, Joel Clinton
author	Bradshaw, Joel Clinton
author_sort	Bradshaw, Joel Clinton
title	Nonlinear analysis of plane frames
title_short	Nonlinear analysis of plane frames
title_full	Nonlinear analysis of plane frames
title_fullStr	Nonlinear analysis of plane frames
title_full_unstemmed	Nonlinear analysis of plane frames
title_sort	nonlinear analysis of plane frames
publisher	Virginia Tech
publishDate	2014
url	http://hdl.handle.net/10919/42833 http://scholar.lib.vt.edu/theses/available/etd-06022010-020124/
work_keys_str_mv	AT bradshawjoelclinton nonlinearanalysisofplaneframes
_version_	1719402296872271872

Nonlinear analysis of plane frames

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