Record Details
Dynamic analysis of three-dimensional frames
ScholarsArchive at Oregon State University
| Field | Value |
|---|---|
| Title | Dynamic analysis of three-dimensional frames |
| Names |
Scholl, Roger Edwin
(creator) Laursen, Harold I. (advisor) |
| Date Issued | 1969-05-13 (iso8601) |
| Note | Graduation date: 1969 |
| Abstract | The response of three-dimensional frames subjected to an arbitrary dynamic force is studied. The method of mode superposition is used to obtain the frame response solution. Two different modeling systems are used to idealize the frame. These are the "discrete mass system" and the "continuous mass system." For an example frame configuration, the eigenvalues and eigenvectors for four different discrete mass models are investigated. These four models represent varying degrees of discrete mass modeling sophistication for the frame. In addition, the eigenvalues are investigated by considering a continuous mass model of the example frame. The time-history response for the discrete mass model is determined using both a numerical procedure with a digital computer, and by using an analog computer. Listings of the digital computer programs are provided. The analog computer circuitry used in the solution is also given. |
| Genre | Thesis/Dissertation |
| Topic | Structural frames -- Models |
| Identifier | http://hdl.handle.net/1957/46122 |
