Date of Award
Fall 1977
Document Type
Thesis - Restricted
Degree Name
Master of Science (MS)
Department
Electrical Engineering and Computer Science
First Advisor
Yoo, Chai Hong
Second Advisor
Wenzel, Thomas H.
Third Advisor
Murphy, William
Abstract
Presented in this investigation are the derivations of the governing differential equations for a cylindrical tank wall and an axisymmetrical circular plate. The study also contains the general and detailed mesh and force equations necessary for the analysis of a circular tank structure, using the finite difference technique. The solution is obtained by solving simultaneous equations representing the load-deflection relationship at each mesh point. Computer programs are developed to solve the simultaneous equations utilizing matrix methods. These programs generate the deflection and pertinent design values at each mesh point on the structure. Included are comparisons with previous solutions and existing design data. A number of examples are solved to show the capabilities of the method presented. The investigation contains design tables, which may be used to aid in the design or analysis of tank structures. These tables account for variation in a number of parameters relating to the tank material and size.
Recommended Citation
Polka, James E., "Analysis of Circular Tanks on Elastic Foundations" (1977). Master's Theses (1922-2009) Access restricted to Marquette Campus. 3843.
https://epublications.marquette.edu/theses/3843