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dc.contributor.authorBamberg, Christopher Ryanen_US
dc.date.accessioned2014-03-14T20:34:27Z
dc.date.available2014-03-14T20:34:27Z
dc.date.issued2009-04-14en_US
dc.identifier.otheretd-04272009-132442en_US
dc.identifier.urihttp://hdl.handle.net/10919/31977
dc.description.abstractThe research summarized in this thesis is comprised of an experimental analysis of the mechanical behavior of a wood composite I-joist with different bracing configurations exposed dynamic walking loads. Three 16 in. deep GPI® 65 I-joists were simply supported and laid parallel to each other, while the bracing was attached to the top flange. Five different brace stiffnesses were used: zero stiffness (control), 1.2 lb/in., 8.5 lb/in., 14.0 lb/in. and infinitely stiff. Two different brace configurations were used: one-quarter of the span length (60 in.) and one third the span length (80 in.). The dynamic walking loads consisted of human test subjects attached to a safety platform walking across the I-joist at a designated pace.

Experimental results for this research consisted of the I-joistâ s lateral accelerations, lateral displacements and twist. An Analysis of Covariance (ANCOVA) was used for the statistical analysis of the results and was performed for each measurement. The statistical analysis determined the effects of different bracing configurations, stiffnesses, measurement locations as well as test subjectsâ weight and occupation.

Test results and observed trends are provided for all test configurations. Lateral displacement and twist experienced the same trend throughout the experiment: as brace stiffness increased, lateral displacement and twist decreased. This correlated with basic beam theory and bracing fundamentals. It should be noted that as the stiffness increased, the effect on lateral displacement and twist response decreased.

However, the trend for lateral displacement and twist was not observed for the lateral accelerations. The 1.2 lb/in. brace stiffness had much larger lateral accelerations for the 60 in. brace configuration throughout the span and were also larger at the bracing point for the 80 in. brace configuration. This could have been due to the energy applied from the springs or a natural frequency of the I-joist system could have been reached during testing. However, the other four brace stiffnesses followed the same trend as the lateral displacements and twist.

In addition, this research demonstrates a method for the measurement of lateral buckling due to worker loads. The mitigation of lateral buckling can use appropriate bracing systems. The measurements of the change in lateral buckling behavior can be used to develop safety devices and ultimately ensure the protection of construction workers.

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dc.publisherVirginia Techen_US
dc.relation.haspartCRBamberg.pdfen_US
dc.rightsI hereby certify that, if appropriate, I have obtained and attached hereto a written permission statement from the owner(s) of each third party copyrighted matter to be included in my thesis, dissertation, or project report, allowing distribution as specified below. I certify that the version I submitted is the same as that approved by my advisory committee. I hereby grant to Virginia Tech or its agents the non-exclusive license to archive and make accessible, under the conditions specified below, my thesis, dissertation, or project report in whole or in part in all forms of media, now or hereafter known. I retain all other ownership rights to the copyright of the thesis, dissertation or project report. I also retain the right to use in future works (such as articles or books) all or part of this thesis, dissertation, or project report.en_US
dc.subjectLateral Bucklingen_US
dc.subjectMechanical Behavioren_US
dc.subjectBrace Stiffnessen_US
dc.subjectWood Composite I-Joisten_US
dc.subjectLateral Stabilityen_US
dc.subjectLateral Bracingen_US
dc.titleLateral Movement of Unbraced Wood Composite I-Joists Exposed to Dynamic Walking Loadsen_US
dc.typeThesisen_US
dc.contributor.departmentCivil Engineeringen_US
dc.description.degreeMaster of Scienceen_US
thesis.degree.nameMaster of Scienceen_US
thesis.degree.levelmastersen_US
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen_US
thesis.degree.disciplineCivil Engineeringen_US
dc.contributor.committeememberNussbaum, Maury A.en_US
dc.contributor.committeememberLoferski, Joseph R.en_US
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-04272009-132442/en_US
dc.contributor.committeecochairEasterling, William Samuelen_US
dc.contributor.committeecochairHindman, Daniel P.en_US
dc.date.sdate2009-04-27en_US
dc.date.rdate2012-06-22
dc.date.adate2009-06-17en_US


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