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Jul 15, 2003

Study of Recent Building Failures in the United States

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Publication: Journal of Performance of Constructed Facilities
Volume 17, Issue 3

Abstract

A total of 225 building failures in the United States from 1989 to 2000 were recorded in this study. The result shows that failures of low-rise buildings constitute about 63% of all cases, followed by multistory buildings as a distant second. In terms of their functions, apartments are the most frequent to fail. External events and construction and maintenance deficiencies have been identified as the most frequent principal causes. External events include rain, wind, snow, vehicular impact, and collision. Construction deficiencies encompass improper renovation, unplanned demolition, poor workmanship, and unsafe excavation operations. Maintenance deficiencies are associated with building deterioration that was overlooked and improperly maintained. A comparative analysis conducted between this study and two previous studies indicates an inclined trend of relative failure occurrences of low-rise and multistory buildings. The study also suggests that, despite the recent enhancement of information technology, current sources of information are still incomplete. The creation of new complete databases, further improvement of information sources, and their dissemination through the Internet are deemed essential to prevent building failures from recurring.

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References

Eldukair, Z. A., and Ayyub, B. M. ( 1991 ). “ Analysis of recent U.S. structural and construction failures. ” J. Perform. Constr. Facil., 5 ( 1 ), 57 – 73.
Feld, J., and Carper, K. L. (1997). Construction failure, 2nd Ed., Wiley, New York.
Hadipriono, F. C. ( 1985 ). “ Analysis of events in recent structural failures. ” J. Struct. Eng., 111 ( 7 ), 1468 – 1481.
Hadipriono, F. C., and Diaz, C. F. ( 1988 ). “ Trends in recent construction and structural failures in the United States. ” Foren. Eng., 1 ( 4 ), 227 – 232.
Kaminetzky, D. (1991). Design and construction failures: lessons from forensic investigations, McGraw-Hill, New York.
LexisNexis. (2002). “LexisNexis Academic Universe.” 〈http://www.lexisnexis.com/academic/universe〉 (Jan. 1, 2002).
Matousek, M., and Schneider. (1977). “Untersuchungen zur struktur des Siecherheitsproblems bei Bauwerken.” Rep. No. 59, Institute of Structural Engineering, Swiss Federal Institute of Technology, Zurich.
Ortega, I. (2000). “The Incident Reporting Systems (IRS).” Forensic Engineering: Proc., 2nd Congress, ASCE, Reston, Va., 132–141.
Ratay, R. T. (2000). Forensic structural engineering handbook, McGraw-Hill, New York.
Rens, K. L., ed. (1997). Forensic Engineering: Proc., 1st Congress, ASCE, New York.
Rens, K. L., Rendon-Herrero, O., and Bosela, P. A., eds. (2000). Forensic Engineering: Proc., 2nd Congress, ASCE, Reston, Va.
U.S. Census Bureau. (2001). “Statistical abstract of the United States 2000.” 〈http://www.census.gov/prod/2002pubs/01statab/construct.pdf〉 (Mar. 1, 2002).
Wardhana, K. (2002). “Analysis of recent failures of constructed facilities in the United States.” MS thesis, Ohio State Univ., Columbus, Ohio.
Wardhana, K., and Hadipriono, F. C. ( 2003 ). “ Analysis of recent bridge failures in the United States. ” J. Perform. Constr. Facil., 17 ( 3 ), 55B, 55.

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Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 17Issue 3August 2003
Pages: 151 - 158

History

Received: Mar 12, 2002
Accepted: Jul 9, 2002
Published online: Jul 15, 2003
Published in print: Aug 2003

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Authors

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Kumalasari Wardhana
Graduate Student, Ohio State Univ., Columbus, OH 43210.
Fabian C. Hadipriono, P.E., F.ASCE
Professor, Civil Engineering, Ohio State Univ., Columbus, OH 43210.

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