A Computer Method to Evaluate the Vibration Response of Stiffened Floor Systems to Impact Load
Vibrated concrete -- Computer programs, Vibration -- Computer programs
Composite construction of floor systems with steel joist or I-beam stiffeners supporting a concrete slab have a tendency to sustain perceptible vibration due to small impacts. An engineering design aid, utilizing a small micro-computer and a BASIC computer program, was developed to analyze rectangular floor systems for susceptibility to sustain vibrations perceptible to humans. The analytical method for the normal modes of vibration using the Rayleigh-Ritz method and the superposition of the normal mode response is derived. A vibration index is calculated to qualitatively rate the floor. The computer method was validated using published data for an I-beam supported concrete slab and a design application for a steel-joist supported floor is demonstrated using a representative human induced impact load.
If this is your thesis or dissertation, and want to learn how to access it or for more information about readership statistics, contact us at STARS@ucf.edu
Carroll, Wayne E.
Master of Science (M.S.)
College of Engineering
Length of Campus-only Access
Masters Thesis (Open Access)
Donahue, Michael E., "A Computer Method to Evaluate the Vibration Response of Stiffened Floor Systems to Impact Load" (1982). Retrospective Theses and Dissertations. 620.
Contributor (Linked data)
Carroll, Wayne E. (Wayne Edward), 1945- [VIAF]
Carroll, Wayne E. (Wayne Edward), 1945- [LC]
University of Central Florida. College of Engineering [VIAF]