Search
Now showing items 1-2 of 2
Wind-Induced Stability of a Cable-Stayed Bridge with Double Main Spans of 1,500 m and a Twin-Box Section
Publisher: ASCE
Abstract: Both aerostatic torsional divergence and flutter are challenging for the wind-resistant performance of long-span cable-stayed bridges. Aiming at a cable-stayed bridge with double main spans of 1,500 m each and a typical ...
Effect of Web Inclination of Streamlined Flat Box Deck on Aerostatic Performance of a Bridge
Publisher: ASCE
Abstract: The aerodynamic shape of the bridge deck has a significant influence on the wind resistance performance of the bridge, while the web inclination angle of the box deck plays a critical role in terms of the aerodynamic ...
CSV
RIS