Technical Papers
Aug 8, 2012

Joint Wind-Snow Hazard Characterization for Reduced Reference Periods

Publication: Journal of Performance of Constructed Facilities
Volume 28, Issue 1

Abstract

The joint behavior of snow and wind actions on structures becomes relevant for design in many regions of North America. With trends toward performance-based design for loads/actions arising from natural hazards, information is needed on both individual and joint hazards, e.g., at different hazard levels, exceedance probabilities, or mean recurrence intervals. The writers have developed one approach for two hazards that can be well modeled by sparse processes and have also developed recommendations for joint hazard characterization for the case of a full (e.g., 50 years) design life. The present paper shows how these findings can be extended to provide useful information for joint hazard characterization in shorter reference periods. This can be useful, for example, in the design (single or multiobjective) of formwork or other temporary structures in high wind/snow regions.

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References

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Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 28Issue 1February 2014
Pages: 121 - 127

History

Received: May 3, 2012
Accepted: Jul 30, 2012
Published online: Aug 8, 2012
Published in print: Feb 1, 2014

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Authors

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David V. Rosowsky, F.ASCE [email protected]
Professor and Dean, School of Engineering, Rensselaer Polytechnic Institute, 110 8th Street, Troy, NY 12180 (corresponding author). E-mail: [email protected]
Yue Wang, M.ASCE [email protected]
Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, 110 8th Street, Troy, NY 12180. E-mail: [email protected]

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