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Modal Identification of Sutong Cable-Stayed Bridge during Typhoon Haikui Using Wavelet Transform Method
Publisher: American Society of Civil Engineers
Abstract: In order to provide a realistic basis for structural damage identification and safety evaluation of long-span bridges, the modal parameters of a kilometer-scale cable-stayed bridge are identified using the wavelet transform ...
Transverse Dynamic Mechanical Behavior of Hangers in the Rigid Tied-Arch Bridge under Train Loads
Publisher: American Society of Civil Engineers
Abstract: The rigid hanger is one of the main load-bearing components in a rigid tied-arch bridge that is common used in high-speed railway lines, and the mechanism for influences of train loads on the hangers’ transverse vibration ...
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