Technical Papers
May 15, 2012

Vibrations due to Walking in a Long-Cantilevered Office Building Structure

Publication: Journal of Performance of Constructed Facilities
Volume 26, Issue 3

Abstract

Innovative architectural designs create new challenges for structural designers such as annoying vibrations because of the everyday occupant activities such as walking. The designer needs to predict the excitation levels to evaluate the structural response and assess the resulting vibrations for acceptable human exposure. This paper uses a long-cantilevered office building structure to study the floor response subjected to various measured and Fourier series-based forcing functions representing human walks suggested in standards, design guides, and research studies. In addition, the vibration evaluation parameters proposed by several standards are computed and compared by using computer analyses and field measurements. For the majority of the cases studied in this paper, use of the Fourier series-based forcing functions resulted in an overestimation of the structural response. In addition, the in-place marching excitations to represent walking recommended in some design guides can grossly overestimate the structural response. The computed vibration evaluation parameters using the computer analyses and field measurements also had moderate differences with one another when the walk excited the structure’s first mode of vibration.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This study was supported by the National Science Foundation under Grant No. CMMI-0324471. This support is gratefully acknowledged. Any opinions, findings, and conclusions expressed in this paper are those of the author and do not necessarily reflect the view of the National Science Foundation. Cooperation of Structural Design, Inc. and in particular Mr. Paul Dannels is greatly appreciated. Ms. Megan Lovelace contributed to part of the analysis of the structure subjected to various walking loads.

References

Bachmann, H. et al. (1995). Vibration problems in structures: Practical guidelines, Birkhäuser Verlag, Basel, Switzerland.
British Standards Institution (BSA). (2008). “Guide to evaluation of human exposure to vibration in buildings-Part 1: Vibration sources other than blasting.” BS 6472-1, London, U.K.
Canadian Standards Association (CSA). (1994). “Steel structures for buildings-limit state design, Appendix G: Guide for floor vibrations.” CAN/CSA-S16.1-94, Mississauga, Ontario, Canada.
Computers and Structures, Inc. (2009). SAP2000—Linear and nonlinear static and dynamic analysis and design of three-dimensional structures, Computers and Structures, Inc., Berkeley, CA.
Dannels, P., and Setareh, M. (2008). “Vertical integration.” Mod. Steel Construct.MSLCAF, 48(1), 20–25.
Griffin, M. J. (1984). “Vibration dose values for whole-body vibration: Some examples.” Proc., United Kingdom Informal Group Meeting on Human Response to Vibration, Heriot-Watts Univ., Edinburgh, U.K., 244–263.
Griffin, M. J. (1990). Handbook of human vibration, Academic, London.
Griffin, M. J. (1998). “A comparison of standardized methods for predicting the hazards of whole-body vibration and repeated shocks.” J. Sound Vib.JSVIAG, 215(4), 883–914.
Howarth, H. V. C., and Griffin, M. J. (1988). “Human response to simulated intermittent railway-induced building vibration.” J. Sound Vib.JSVIAG, 120(2), 413–420.
Howarth, H. V. C., and Griffin, M. J. (1990). “The relative importance of noise and vibration from railways.” Appl. Ergon.AERGBW, 21(2), 129–134.
ISO. (1997). “Mechanical vibration and shock—Evaluation of human exposure to whole-body vibration—Part 1: General requirements.” ISO 2631-1, 2nd Ed., Geneva.
ISO. (2003). “Mechanical vibration and shock—Evaluation of human exposure to whole-body vibration—Part 2: Vibration in buildings (1 Hz to 80 Hz).” ISO 2631-2, 2nd Ed., Geneva.
ISO. (2007). “Bases for design of structures-Serviceability of buildings and walkways against vibrations.” ISO 10137, Geneva.
Khoncarly, M. M. (1997). “Dynamic response of floor systems to footfall-induced vibrations.” Ph.D. thesis, Case Western Reserve Univ., Cleveland, OH.
Lovelace, M., and Setareh, M. (2009). Vibration studies of an office building, College of Architecture and Urban Studies, Virginia Polytechnic Institute and State Univ., Blacksburg, VA.
Murray, T. M., Allen, D. E., and Ungar, E. E. (1997). “Floor vibrations due to human activities.” Steel Design Guide Series-11, AISC/CISC, Chicago.
National Building Code of Canada (NBCC). (2010). “User’s guide—National building code of Canada: Structural commentaries—Commentary D: Deflection and vibration criteria for serviceability and fatigue limit states.” Canadian Commission on Building and Fire Codes, National Research Council of Canada, Ottawa, ON, Canada.
Pavic, A. (1999). “Vibration serviceability of long-span cast in-site concrete floors.” Ph.D. thesis, Univ. of Sheffield, Sheffield, U.K.
Setareh, M. (2009). “Floor vibrations serviceability studies.” College of Architecture and Urban Studies, Virginia Polytechnic Institute and State Univ., Blacksburg, VA.
Setareh, M. (2010a). “Vibration serviceability of a building floor structure. I: Dynamic testing and computer modeling.” J. Perform. Constr. Facil.JPCFEV, 24(6), 497–507.
Setareh, M. (2010b). “Vibration serviceability of a building floor structure. II: Vibration evaluation and assessment.” J. Perform. Constr. Facil.JPCFEV, 24(6), 508–518.
Smith, A. L., Hicks, S. J., and Devine, P. J. (2007). “Design of floors for vibration: A new approach.” SCI Publication P354, Steel Construction Institute, Ascot, Berkshire, U.K.
Willford, M., Young, P., and Field, C. (2007). “Predicting footfall-induced vibration: Part 1.” Proc., ICE-Struct. Build., 160(2), 65–72.
Wyatt, T. A. (1989). Design guide on the vibration of floors, Steel Construction Institute, Watford, U.K.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 26Issue 3June 2012
Pages: 255 - 270

History

Received: Jun 22, 2010
Accepted: Nov 18, 2010
Published online: May 15, 2012
Published in print: Jun 1, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

Mehdi Setareh, Ph.D., M.ASCE [email protected]
P.E.
Professor, School of Architecture and Design, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share