THE TORSIONAL RESPONSE OF A SUSPENSION BRIDGE STIFFENING TRUSS MODEL TO TURBULENCE AND TO AN UPSTREAM OBSTACLE
A 1:64 scale section model of a recently constructed suspension bridge was tested in smooth flow and turbulent flow with and without an upstream 'obstacle'. Testing was limited to determination of the aerodynamic damping on a model confined to single-degree of freedom torsional motion. The turbulent atmosphere was generated by use of a uniform grid at the test section entrance. The upstream 'obstacle' selected was an almost exact 1:64 replica of a cable-stayed bridge that was basically a flat plate on a narrower box.
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Corporate Authors:
Virginia Polytechnic Institute and State University, Blacksburg
Department of Agronomy
Blacksburg, VA United States 24061National Science Foundation
1800 G Street, NW
Washington, DC United States 20550 -
Authors:
- REINHOLD, T A
- Tieleman, H W
- Maher, F J
- Publication Date: 1974-12
Media Info
- Pagination: 22 p.
Subject/Index Terms
- TRT Terms: Aerodynamic force; Aerodynamics; Damping (Physics); Degrees of freedom; Flow; Stiffener plates; Suspension bridges; Torsion; Truss bridges; Trusses; Turbulence; Wind tunnels
- Candidate Terms: Turbulent flow
- Old TRIS Terms: Stiffeners
- Subject Areas: Bridges and other structures; Highways;
Filing Info
- Accession Number: 00091759
- Record Type: Publication
- Source Agency: National Technical Information Service
- Contract Numbers: NSF-GK-35801
- Files: TRIS
- Created Date: Sep 10 2003 12:00AM