Chapter
Apr 26, 2012

Development of a Simplified Design Criterion for Walking Vibrations

Publication: Structures 2001: A Structural Engineering Odyssey

Abstract

This paper presents the development of a simplified equation for floor vibration assessment of steel office floors for walking excitations. Using a database of over 2000 floor system evaluations, multivariate statistical methods were employed in the formulation. The research was undertaken to provide building design professionals with an "easier" means of checking floor system properties early in the design process, hopefully resulting in the most economical system, while maintaining serviceability. Presently, the simplified equation is limited to non-composite, grade 50 steel beams and girders selected using the LRFD method.

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Go to Structures 2001
Structures 2001: A Structural Engineering Odyssey
Pages: 1 - 9

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Published online: Apr 26, 2012

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Linda M. Hanagan, Ph.D.
P.E.
M.ASCE
Assistant Professor, Architectural Engineering Department, The Pennsylvania State University, 104 Engineering Unit A, University Park, PA 16802
Taehoo Kim
Graduate Research Assistant, Architectural Engineering Department, The Pennsylvania State University, 104 Engineering Unit A, University Park, PA 16802

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