Analysis and Testing of a Ready-to-Assemble Wood Framing System

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dc.contributor.authorKochkin, Vladimir G.en
dc.contributor.committeechairLoferski, Joseph R.en
dc.contributor.committeememberPlatt, R. Terryen
dc.contributor.committeememberWoeste, Frank E.en
dc.contributor.committeememberDolan, James Danielen
dc.contributor.departmentWood Science and Forest Productsen
dc.date.accessioned2014-03-14T20:45:21Zen
dc.date.adate2000-09-15en
dc.date.available2014-03-14T20:45:21Zen
dc.date.issued2000-09-08en
dc.date.rdate2001-09-15en
dc.date.sdate2000-09-13en
dc.description.abstractThe concept of a ready-to-assemble kit fabricated in a factory and delivered to the customer is well known and commonly used by the furniture industry. In wood construction, the lack of a simple and reliable method of assembling the frame members creates a barrier to wide acceptance of prefabricated kit structures. This thesis focuses on a novel technology of assembling structural components of a wood frame using a metal nail plate connector (NPC). This technology was referred to as a ready-to-assemble (RTA) wood framing system. The RTA system simplifies the framing process and allows for rapid erection of a wood structural frame by a small nonprofessional crew. A 16 x 24 foot RTA building was constructed to demonstrate the feasibility of the RTA system concept. An effective assembly sequence was proposed and successfully implemented. The design procedure for the RTA buildings was presented. The lateral load path for the RTA building includes diaphragms and shear walls. The contribution of the RTA frame can be ignored from the lateral load analysis. This conclusion was validated for the diaphragms with aspect ratios up to 4:1. The finite element method was used to model the RTA structures. The models incorporated semi-rigid behavior of the NPC. An analytical model was developed to predict the nonlinear moment-rotation relationship of the NPC. The proposed model showed a good agreement (R2=0.98) with the experimental data. Tests were conducted to measure the load-drift response of the RTA shear walls.en
dc.description.degreeMaster of Scienceen
dc.identifier.otheretd-09132000-16230040en
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-09132000-16230040/en
dc.identifier.urihttp://hdl.handle.net/10919/35038en
dc.publisherVirginia Techen
dc.relation.haspartEtd.pdfen
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subjectsimplified wood constructionen
dc.subjectdowelen
dc.subjecttimber frame jointsen
dc.titleAnalysis and Testing of a Ready-to-Assemble Wood Framing Systemen
dc.typeThesisen
thesis.degree.disciplineWood Science and Forest Productsen
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen
thesis.degree.levelmastersen
thesis.degree.nameMaster of Scienceen

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