Dynamic Behavior of Three J.S. Cable Stayed Bridgesby Steven L. Stroh, Greiner Engineering Sciences Inc, Tampa, FL, USA,
Document Type: Proceeding Paper
Part of: Bridges and Transmission Line Structures
Abstract: Dynamic considerations in the design of three recently designed cable stayed bridges are discussed. The presentation includes analysis for eigenfrequencies and eigenmodes, assessment of aerodynamic stability and analysis under earthquake loading. The bridges are (with the year design commenced): Sunshine Skyway Bridge Replacement, Tampa, Florida (1981); Eugene Talmadge Memorial Bridge Replacement, Savannah, Georgia (1984); Houston Ship Channel Bridge, Baytown, Texas (1985). The designs presented are the steel alternate designs for each bridge site. In accordance with Federal Highway Administration guidelines, each of the bridges also had a concrete alternate design which was bid competitively.
Subject Headings: Cable stayed bridges | Bridge design | Cables | Structural behavior | Steel bridges | Highway bridges | Concrete bridges | Structural design | Bridge tests | North America | United States | Florida | Tampa | Georgia | Texas
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