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dc.contributor.authorHuang, Yenwenen_US
dc.date.accessioned2014-03-14T21:33:24Z
dc.date.available2014-03-14T21:33:24Z
dc.date.issued1990-02-14en_US
dc.identifier.otheretd-04082009-040925en_US
dc.identifier.urihttp://hdl.handle.net/10919/41995
dc.description.abstractA FORTRAN computer program applying the ultimate strength/instantaneous center of rotation method was written to generate the eccentricity coefficients used for the study of this project.

For single line bolted connections, the value of the eccentricity coefficient is determined by several independent variables: NR (number of rows in the bolted connection), B (distance between two adjacent bolts in a vertical column), Xo (horizontal distance from centroid to applied load), and 0 (the load angle). From the relationships between the eccentricity coefficient and the independent variables, it was observed that a mathematical model of the eccentricity coefficient with respect to the independent variables is hard to determine. Hence, statistical equations for predicting the eccentricity coefficients were developed by using the Buckingham's PI-Theorem and regression analysis. The precision of the statistical equations is discussed, and several ways to improve the precision are presented in this paper.

en_US
dc.format.mediumBTDen_US
dc.publisherVirginia Techen_US
dc.relation.haspartLD5655.V855_1990.H826.pdfen_US
dc.subjectBolted jointsen_US
dc.subject.lccLD5655.V855 1990.H826en_US
dc.titlePredictive equations for bolted connectionsen_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.committeechairEasterling, William Samuelen_US
dc.contributor.committeememberMurray, Thomas M.en_US
dc.contributor.committeememberGarst, Donald A.en_US
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-04082009-040925/en_US
dc.date.sdate2009-04-08en_US
dc.date.rdate2009-04-08
dc.date.adate2009-04-08en_US


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