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Creator:: Wilson, Steven A.
Abstract:: An attempt is made to determine whether or not property value appreciation on land adjacent to an expanding urban center is related to distance from the city and to identify the temporal variation in this relationship. The results of simple linear regression strongly suggest that property value appreciation and distance...
Resource Type:: Capstone Project
Full Text:: . Maresh, my advisor, for his guidance and many suggestions. I would also like to gratefully acknowledge

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

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

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

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

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

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

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