WIND ON THE EVERGREEN POINT BRIDGE: JANUARY 27 TO MARCH 31, 1994
The data collected over the title period were used to establish the accuracy of the long term measurements at the site, the protocol for the use of the Weatherpak mobile anemometer, the fit of the data with a Gumbel Type I distribution, the optimum of the 15-minute averaging period, and the invariance of the gust: average wind speed ratio.
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Corporate Authors:
Washington State Transportation Center
University of Washington, Seattle
Seattle, WA United States 98195Washington State Department of Transportation
Transportation Building, 310 Maple Park Avenue SE, P.O. Box 47300
Olympia, WA United States 98504-7300Federal Highway Administration
1200 New Jersey Avenue, SE
Washington, DC United States 20590 -
Authors:
- Brown, C B
- Paige, K
- Publication Date: 1996-6
Language
- English
Media Info
- Features: Appendices; Figures; References; Tables;
- Pagination: 58 p.
Subject/Index Terms
- TRT Terms: Anemometers; Bridges; Data collection; Floating structures; Gusts; Pontoon bridges; Wind
- Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 00738800
- Record Type: Publication
- Report/Paper Numbers: WA-RD 367.1, Final Technical Report
- Contract Numbers: T9903, Task 15
- Files: TRIS, USDOT, STATEDOT
- Created Date: Jul 1 1997 12:00AM