Chapter
Dec 8, 2014
Analysis of the Wind Vibration Response of Suspension Cable Crossing Pipeline
Publication: ICPTT 2014: Creating Infrastructure for a Sustainable World
Abstract
Taking the spanning pipeline of the Wei-Hui engineering project as an example, a spatial correlation of the wind field simulation program is compiled by using MATLAB. As a result, the power spectral density function for simulation of the wind speed is in good agreement with the target power spectrum, meaning that this method has relatively high accuracy. Converting the wind speed into wind load and imposing it onto the finite element model of suspension cable crossing pipeline, vibration response analysis is made. The structure displacement, acceleration time history curve and the stress distribution of the components are obtained. The results show that the suspension cable crossing pipeline structures under wind load are safe. This analysis also provides a reference for the other wind-resistant design of similar structure.
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© 2014 American Society of Civil Engineers.
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Published online: Dec 8, 2014
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Vice Professor, Northeast Petroleum University, School of Civil Engineering, Daqing, Heilongjiang 163318. E-mail: [email protected]
Designer, Architectural Design Institute of Fuzhou, Fuzhou, 350001. E-mail: [email protected]
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.