However, the equations are accurate enough for design use, in view of the fact that very large variation should be expected in floor vibration prediction. REFERENCES Davis, B. and Murray, T.M. (). “Slender Monumental Stair Vibration Serviceability.” J. Estimated Reading Time: 11 mins. · This paper presents the results of an experimental and analytical study of a slender monumental stair. The objective of the study was to gain insight into slender stair vibration issues and provide guidance for the design of such stairs. A slender monumental stair was vibration tested to estimate modal properties and acceleration due to bltadwin.ru by: · Davis, D.B. and Murray, T.M. "Slender Monumental Stair Vibration Serviceability," Journal of Architectural Engineering, ASCE, December RE: Stair Vibration Check. paddingtongreen (Structural) 27 Apr 12 I'll be a little stronger than dhengr, this not a good arrangement. Cranked beam from column line beam to column line beam are the.
Journal of Architectural Engineering | download | BookSC. Download books for free. Find books. Davis, B. and Avci, O. (). "Simplified Vibration Serviceability Evaluation for Slender Monumental Stairs." Journal of Structural Engineering, ASCE, (11), - Liu, D. and Davis, B. (). "Walking Vibration Response of High Frequency Floors Supporting Sensitive Equipment.". DOI: /(ASCE)AE Corpus ID: Evaluation of the Dynamic Behavior of Steel Staircases with Concrete-Filled Pan Treads @article{SondagEvaluationOT, title={Evaluation of the Dynamic Behavior of Steel Staircases with Concrete-Filled Pan Treads}, author={Tyler Sondag and Ece Erdogmus and J. A. Puckett}, journal={Journal of Architectural Engineering}, year={
Davis B, Murray TM () Slender monumental stair vibration serviceability. J Archit Eng ASCE 15(4)– CrossRef Google Scholar. The relatively recent study by Davis and Murray () was conducted to gain insight and provide guidance for evaluating vibration of slender stairs. In that study, a slender monumental stair was. The major any natural frequency below about 8 Hz, which allows it to excite floor vibration serviceability design guides (Murray et al. ; most slender stairs, and the third harmonic frequency can match the Smith et al. ) do not provide stair vibration evaluation guid- ance other than limited recommended harmonic force amplitudes in 1.
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