Index Catalog // ScholarsArchive@OSU

Creep characteristics of a light-weight aggregate concrete

Creator:: Nathanson, Stephen Hayward
Resource Type:: Masters Thesis
Full Text:: investigators of creep (or as they termed it: "tinie yieldtt) j eorxcrete. Even in their cursory

An investigation of stress distributions in a timber hyperbolic-paraboloid shell

Creator:: Sabaroff, Bernard Joseph
Resource Type:: Masters Thesis
Full Text:: Sabaroff ACKNOWLED4ENT The writer wishes to express his gratitude to Thomas J. McClellan, Professor

Design of gabled and multi-story frames by plastic moment distribution

Creator:: Poole, Lester Earl
Resource Type:: Masters Thesis
Full Text:: credited to Dr. Gabor Kazinczy of Hungary, who published literature on the subject in l9]J.. (9). Dr

Experimental studies of Vierendeel beam analysis

Creator:: Russell, William Clyde
Abstract:: Fabricated steel beam specimens with rectangular holes cut in the webs were subjected to load tests to analyze the behavior of the modified section. Beam-depth to hole-depth ratio was in all cases 2.0; however, ratio of hole length to hole height varied from 2.0 to 3.0. The primary instrumentation of...
Resource Type:: Masters Thesis
Full Text:: Thomas J. McClellan and Dr. Harold I. Laursen. Joseph Grant, graduate student, contributed immensely

Critical buckling load for round tapered columns with variable end fixity

Creator:: Dotson, George Franklin
Abstract:: The critical buckling load for round tapered columns with variable end fixity is presented. The theory used is presented together with the general solution for the resulting differential equation. This general solution is solved by use of a computer. The computer program written specifically for this thesis, the flow chart,...
Resource Type:: Masters Thesis
Full Text:: approved Redacted for Privacy Thomaf J. McClellan The critical buckling load for round tapered columns

Horizontally curved beam analysis and design

Creator:: Wong, Yee-chit
Abstract:: This paper is a theoretical approach to solve problems of horizontally curved beams Castiglione's theorem is applied to solve for the fixed end bending moments, maximum span moments and fixed end torsional moments. To calculate the vertical deflection at the midspan of the curved beam the moment-area method is used....
Resource Type:: Masters Thesis
Full Text:: . Cf = Fixed end shear force coefficient. I = J = m = co = 5 Explanation of m: The value of m

Effect of variable roof thickness on fallout protection and seismic forces in multistory structures

Creator:: Boyles, Thomas Victor
Abstract:: Development of long-range nuclear weapons in recent years and the subsequent threat of nuclear war has led to an increased awareness of the need for civilian protection. Adequate shelter design can provide substantial protection against delayed radioactive fallout. Protection can generally be greatly increased by more massive roof construction to...
Resource Type:: Masters Thesis
Full Text:: major professor, Thomas J. McClellan, who provided guidance and many suggestions during the writing of

Biaxial bending of concrete members with applications to prestressed concrete power poles

Creator:: Stephens, Charles Talmon
Abstract:: A method of analysis of arbitrarily shaped prestressed concrete members for biaxial bending is given. The stress-strain curve of the concrete is represented by two parabolic segments, and the effects of strain hardening of the steel are included in the analysis. An iterative numerical procedure is used to solve for...
Resource Type:: Dissertation
Full Text:: Abstract approved: Redacted for Privacy Thomas J. McClellan A method of analysis of arbitrarily shaped

Experimental investigation of stresses in steel I-beams with rectangular holes in the webs

Creator:: Landers, William Brooks
Resource Type:: Dissertation
Full Text:: adequate if the section supported a load equal to a similar section without the hole. J. E. Bower (9

Pile hammer selection by driving stress analysis

Creator:: Barrero-Quiroga, Franklin
Abstract:: This paper presents an application of the wave equation to the problem of selecting a driving hammer for prestressed concrete piles. The potentially damaging effects of these types of hammers on various prestressed concrete piles were analyzed by means of parametric studies carried out on a hypothetical group of problems...
Resource Type:: Masters Thesis
Full Text:: ANALYSIS Redacted for privacy Abstract approved: Thom -'s J. McClellan Redacted for privacy Warren L

ScholarsArchive@OSU

Creep characteristics of a light-weight aggregate concrete

An investigation of stress distributions in a timber hyperbolic-paraboloid shell

Design of gabled and multi-story frames by plastic moment distribution

Experimental studies of Vierendeel beam analysis

Critical buckling load for round tapered columns with variable end fixity

Horizontally curved beam analysis and design

Effect of variable roof thickness on fallout protection and seismic forces in multistory structures

Biaxial bending of concrete members with applications to prestressed concrete power poles

Experimental investigation of stresses in steel I-beams with rectangular holes in the webs

Pile hammer selection by driving stress analysis

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