Wind Loads for 19th Century Bridges: Design Evolution, Historic Failures, and Modern Preservation
Publication: Journal of Performance of Constructed Facilities
Volume 21, Issue 2
Abstract
This paper presents an historical survey of the basis for design wind pressure used by and early century engineers. Events significant to the development of current wind design standards for pedestrian bridges are explored. These include 19th century treatments of wind load, a review of bridge disasters that spurred new thinking, and historical developments of today’s standards.
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Acknowledgments
The writers would like to thank Frank Hatfield, professor emeritus, Michigan State University, Dennis Randolph of the Calhoun County (Michigan) Historic Bridge Park, Doug Fredericks of CH2M Hill, Sacramento, Calif., and Mark Hamouz of LONCO, Inc., Denver, Colo., for their assistance providing information for this paper. This paper is an outgrowth of ongoing research in historic bridge preservation at the University of Colorado at Denver.
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Information & Authors
Information
Published In
Journal of Performance of Constructed Facilities
Volume 21 • Issue 2 • April 2007
Pages: 157 - 165
Copyright
© 2007 ASCE.
History
Received: Mar 23, 2006
Accepted: May 18, 2006
Published online: Apr 1, 2007
Published in print: Apr 2007
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