Abstract

Dynamic occupant action amplifies demands on structures compared to static loads and is often neglected in design. This paper focuses on 15 light-frame floor collapses caused by dynamic amplification of occupant loads, specifically rhythmic movements of jumping, dancing, and bouncing. This study investigates the increase in floor collapse cases due to occupant loadings near college campuses, their implications, and makes recommendations to reduce future collapse risk. Of the 15 cases studied herein, most failures occurred in multifamily structures within 1.6 km (1 mi) of a university in the East United States. All were determined by investigators and local building or city officials to be a result of dynamic occupancy overloads. Nine of the 15 (60%) overloaded floors were framed using metal-plate connected wood trusses. It is recommended that engineers elect to design multifamily structures in close proximity to universities above code live load minimums to counteract probable dynamic overload from gatherings.

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Data Availability Statement

Data that support the findings of this study are available from the corresponding author upon request.

References

Allen, D. E. 1990. “Floor vibrations from aerobics.” Can. J. Civ. Eng. 17 (5): 771–787. https://doi.org/10.1139/l90-090.
Allen, D. E., J. H. Rainer, and G. Pernica. 1985. “Vibration criteria for assembly occupancies.” Can. J. Civ. Eng. 12 (3): 617–623. https://doi.org/10.1139/l85-069.
Allen, K., and E. Levenson. 2018. “Clemson floor collapse at apartment clubhouse leaves 30 injured.” Accessed March 1, 2020. https://www.cnn.com/2018/10/21/us/clemson-floor-collapse/index.html.
ALSC (American Lumber Standard Committee). 2020. American softwood lumber standard. Voluntary Product Standard PS 20-20. Fredrick, MD: ALSC.
ANSI (American National Standards Institute). 2014. National design standard for metal plate connected wood truss construction. ANSI/TPI 1. New York: ANSI.
ASA (American Standards Association). 1945. American standard building code requirements for minimum design loads in buildings and other structures. A58.1-1945. New York: ASA.
ASCE. 2016. Minimum design loads for buildings and other structures. ASCE/SEI 7-16. Reston, VA: ASCE.
ASTM. 2019. Standard specification for establishing and monitoring structural capacities of prefabricated wood I-joists. ASTM D5055-19e1. West Conshohocken, PA: ASTM.
Berky, R. 2015. “Inspection: 80 people in apartment during partial floor collapse.” Accessed September 16, 2019. https://www.burlingtonfreepress.com/story/news/local/2015/06/01/inspection-80-people-in-apartment-during-partial-floor-collapse/28323237/.
Burns, J. 2019. “Church Hill home where floor collapsed was listed as Airbnb rental.” Accessed September 15, 2019. https://wtvr.com/2019/01/07/church-hill-home-where-floor-collapsed-was-listed-as-air-bnb-rental/.
Culver, J. 2012. “Fla. Penthouse floor collapse injures 55.” Accessed August 27, 2019. https://www.usatoday.com/story/news/nation/2012/10/22/floor-collapse-injures-55/1648911/.
Currie, J. 2017. “Floor collapses during off-campus Durham party.” Accessed September 2, 2019. https://www.fosters.com/news/20170125/floor-collapses-during-off-campus-durham-party.
Dolan, J. D., T. M. Murray, J. R. Johnson, D. Runte, and B. C. Shue. 1999. “Preventing annoying floor vibrations.” J. Struct. Eng. 125 (1): 19–24. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:1(19).
Duarte, E., and T. Ji. 2009. “Action of individual bouncing on structures.” J. Struct. Eng. 135 (7): 818–827. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:7(818).
Ebrahimji, A., and T. Unger. 2017. “Apartment floor collapses during student party in Denton.” Accessed September 16, 2019. https://www.wfaa.com/article/news/local/tarrant-county/apartment-floor-collapses-during-student-party-in-denton/491246783.
Ellis, B. R., and T. Ji. 1994. “Floor vibrations induced by dance type loads—Verification.” Struct. Eng. 72 (3): 45–50.
Ellis, B. R., and T. Ji. 2004. The response of structures to dynamic crowd loads. Watford, UK: Building Research Establishment.
Elon News Network. 2019. “Floor partially collapses in the Station at Mill Point.” Accessed September 3, 2019. https://www.elonnewsnetwork.com/article/2019/09/floor-partially-collapses-in-millpoint.
Fedschun, T. 2017. “Massive college student party in Texas causes floor of apartment to collapse.” Accessed September 17, 2019. https://www.foxnews.com/us/massive-college-student-party-in-texas-causes-floor-of-apartment-to-collapse.
Garcia, M. 2017. “Dancing literally brings the house down, then fire breaks out.” Accessed July 28, 2019. https://denver.cbslocal.com/2017/02/12/regis-university-floor-collapse-colorado/.
Guerrero, M. 2017. “Floor collapses at Denton apartment complex.” Accessed October 17, 2019. https://www.nbcdfw.com/news/local/Floor-Collapses-at-Denton-Apartment-Complex-456999683.html.
Hong, J.-P., C. Ni, and M. Vinson. 2012. “Midply truss wall system: High-performance shear wall for midrise wood-frame buildings.” J. Struct. Eng. 138 (9): 1120–1127. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000536.
Hu, L., R. Desjardins, and Y. Chui. 2006. “Nature of vibrations induced by footsteps in lightweight and heavyweight floors.” In Proc., 9th World Conf. of Timber Engineering. Corvallis, OR: Oregon State Univ.
ICC (International Code Council). 2018. International building code. IBC 2018. Country Club Hills, IL: ICC.
Montanaro, J. 2014. “Students sue Seminole Grand for floor collapse.” Accessed September 9, 2019. https://www.wctv.tv/home/headlines/Seminole-Grand-Releases-Statement-on-Floor-Collapse-Accident-175136901.html.
Nilsson, J., and A. Thorstensson. 1989. “Ground reaction forces at different speeds of human walking and running.” Acta Physiol. Scand. 136 (2): 217–227. https://doi.org/10.1111/j.1748-1716.1989.tb08655.x.
Noormohammadi, N., J. Brownjohn, A. Wing, V. Racic, L. Johannsen, and M. Elliot. 2011. “Effect of different cues on spectators’ synchronization, a vibration engineering approach.” In Proc., 8th Int. Conf. on Structural Dynamics, 986–993. Berlin: EURODYN.
NRCC (National Research Council of Canada). 2015a. National building code of Canada. Ottawa: NRCC.
NRCC (National Research Council of Canada). 2015b. Structural commentaries (user’s guide—NBC 2015: Part 4 of division B). Ottawa: NRCC.
Padilla, A. 2017. “Floor collapses, house catches fire during party near Regis University.” Accessed September 3, 2019. https://kdvr.com/2017/02/12/floor-collapses-house-catches-fire-during-party-near-regis-university/.
Pernica, G. 1990. “Dynamic load factors for pedestrian movements and rhythmic exercises.” Can. Acoust. 18 (2): 3–18.
Portillo, E., and S. Hardiman. 2015. “Circle University City apartments moving out all residents for repairs to units.” Accessed September 9, 2019. https://www.charlotteobserver.com/news/business/article22377459.html.
Racic, V., A. Pavic, and J. Brownjohn. 2008. “Novel experimental characterization of bouncing and jumping forces.” In Proc., 7th European Conf. on Dynamics EURODYN. Berlin: EURODYN.
Rothacker, R., and E. Portillo. 2015. “Floor trusses caused trouble at University City apartments.” Accessed September 16, 2019. https://www.charlotteobserver.com/news/business/article50548625.html.
Schneider, C. C. 1910. General specifications for structural work of buildings. New York: Engineering News Publishing Company.
Shields, S., and K. Grundahl. 2019. “Do you use student housing RFIs? Should you?” Accessed November 5, 2019. https://www.sbcmag.info/news/2019/oct/do-you-use-student-housing-rfis-should-you.
Sutter, J. 2010. “Engineer blames party for floor collapse.” Accessed July 30, 2019. https://www.breezejmu.org/news/engineer-blames-party-for-floor-collapse/article_34d40bec-dfb6-11df-9318-0017a4a78c22.html.
Tan, H., and J. Chen. 2017. “Experimental investigation on synchronization of bouncing crowd.” Procedia Eng. 199: 2784–2789. https://doi.org/10.1016/j.proeng·2017.09.541.
Woeste, F. E., and J. D. Dolan. 1998. “Beyond code: Preventing floor vibration.” Accessed March 7, 2021. https://www.jlconline.com/how-to/framing/practical-engineering-beyond-code-preventing-floor-vibration_o.
WSCO TV. 2015. “Tenants at student housing responsible for caved in floors, officials say.” Accessed September 12, 2019. https://www.wsoctv.com/news/local/tenants-student-housing-responsible-caved-floors-o/52878623.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 35Issue 4August 2021

History

Received: May 15, 2020
Accepted: Dec 11, 2020
Published online: Apr 16, 2021
Published in print: Aug 1, 2021
Discussion open until: Sep 16, 2021

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Graduate Research Assistant, Dept of Civil and Environmental Engineering, Washington State Univ., P.O. Box 642910, Pullman, WA 99164. ORCID: https://orcid.org/0000-0002-4575-5015. Email: [email protected]
D. A. Bender, M.ASCE [email protected]
Professor, Dept of Civil and Environmental Engineering, Washington State Univ., P.O. Box 642910, Pullman, WA 99164 (corresponding author). Email: [email protected]
F. E. Woeste [email protected]
Professor Emeritus, Virginia Tech, 1502 Nelson St., Blacksburg, VA 24060. Email: [email protected]
Assistant Professor, Dept of Civil and Environmental Engineering, Washington State Univ., P.O. Box 642910, Pullman, WA 99164. ORCID: https://orcid.org/0000-0003-2486-6039. Email: [email protected]

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