Index Catalog // ScholarsArchive@OSU

The performance of drivers with physical limitations at T-intersections

Creator:: Hunter-Zaworski, Katharine M.
Abstract:: The research examines the effect of restricted head and neck movement on driving performance as measured by decision time at T-intersections. The traffic safety and human factors literature was reviewed, and very little was found concerning drivers with physical limitations. T-intersections were selected for study because most accidents involving drivers...
Resource Type:: Dissertation
Full Text:: Limitations at T-Intersections Redacted for Privacy Abstract approved: Robert D. Layton" j The research

Investigation of a hipped plate roof structure

Creator:: Kim, Jai Bin
Resource Type:: Masters Thesis
Full Text:: = Jc: J-,>7: ìi4 :=- 12Q 2 J /W . /6-/»? S'cfi6'/7 Moj/t'.. »ì ,vs 4 5 ('/ 2 ) z = o 782

Investigation of a two-bay folded plate structure

Creator:: Yu, John Bosco Chulsoo
Resource Type:: Masters Thesis
Full Text:: easily computed from P11 arid P111. Cd) Cb) (C) Cd) () AJ I o j lös JJFJ Ds+t-i

Web buckling failure of built-up girders with rectangular holes

Creator:: Cato, Stuart Leslie
Abstract:: This thesis investigated the methods of failure in the webs of built up girders. The beams had rectangular holes five and one-half inches wide and seven and one-half inches high with rounded corners in a web fourteen inches deep between flanges. The longitudinal position of the hole edge varied from...
Resource Type:: Masters Thesis
Full Text:: pounds per square inch. cr t Thickness of plate in inches. u Poisson's ratio dimensionless. Shear

A torsional investigation of a concrete I grider

Creator:: Martin, Roy Charles
Abstract:: This paper investigates a particular bridge construction technique which could result in a significant torsional moment. The structural member under consideration is a prestressed concrete girder for which no torsional consideration is made. Torsional shear stresses can be adequately approximated for an I-shaped girder. Laboratory model tests were performed to...
Resource Type:: Masters Thesis
Full Text:: Redacted for privacy Abstract approved: ' T. J. McClellan This paper investigates a particular bridge

Plastic behavior of cover plated aluminum and steel beams

Creator:: Reinikka, Everett Arnold
Resource Type:: Masters Thesis
Full Text:: . In 1936 Professor J. F. Baker of Cambridge University (4, p. 206) became concerned with the concept

Experimental behavior of wide-flange beams with web holes

Creator:: Horning, Richard Alan
Abstract:: Two built-up wide-flange beams with several large holes in each beam were tested to failure. Strains were measured by strain gages at various levels, located at the ends and center of typical holes, and deflections were measured optically at two points on each beam. Lateral bracing was provided to prevent...
Resource Type:: Masters Thesis
Full Text:: assumption of full fixity at the ends of the tees invalid. T. J. McClellan (10) has suggested that another

Economic comparison of structural design with reference to radiation shielding

Creator:: Rasmussen, William Kent
Abstract:: This paper investigates the proposed preliminary designs of two gymnasiums with respect to gamma radiation shielding due to radioactive fallout. For each building a determination is made of the protection offered from radiation fallout. If the degree of protection is below the minimum value set by the Office of Civil...
Resource Type:: Masters Thesis
Full Text:: would like to thank Professor T. J. McClellan for his assistance and guidance. I owe special thanks to

A linkage finite element for nailed composite wood I-Beams and T-Beams

Creator:: Lee, Chyuan-shen
Abstract:: With current nonlinear analysis computer capabilities, this study was conducted to develop a linkage element that permits analyses of wood composite structures taking into account possible slip in the nailed joints. The finite elements chosen to represent the wood stud, plywood, gypsum and nails are described. The method as applied...
Resource Type:: Masters Thesis
Full Text:: contact surface between node i and j are denoted as AV(t) and AU(t). In general, for contact surface

The Effects of Temperature on Electrical Resistivity Measurements of Concrete

Creator:: Coyle, Alex T.
Abstract:: Measuring resistivity as a method to calculate formation factor is becoming a popular way to evaluate transport properties of concrete. Resistivity measurements are dependent on multiple factors including the resistivity of the pore solution, leaching effects, the degree of saturation of the specimen, the age of the specimen (degree of...
Resource Type:: Masters Thesis
Full Text:: Material R Universal gas constant J/mol•K S Slag Material T Temperature of specimen K TER Ternary

ScholarsArchive@OSU

The performance of drivers with physical limitations at T-intersections

Investigation of a hipped plate roof structure

Investigation of a two-bay folded plate structure

Web buckling failure of built-up girders with rectangular holes

A torsional investigation of a concrete I grider

Plastic behavior of cover plated aluminum and steel beams

Experimental behavior of wide-flange beams with web holes

Economic comparison of structural design with reference to radiation shielding

A linkage finite element for nailed composite wood I-Beams and T-Beams

The Effects of Temperature on Electrical Resistivity Measurements of Concrete

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