Chapter
Apr 26, 2012
A Numerical Method for Analyzing the Low-Frequency Noise of Bridge under Vehicle Load
Authors: Yong Ding [email protected], Xu Xie, Hui Li, and Jianyuan HuangAuthor Affiliations
Publication: International Conference on Transportation Engineering 2009
Abstract
A numerical method is developed to analyze the low-frequency noise of bridge under vehicle load. It is divided into two sections: (1) the analysis of vehicle-bridge interaction system based on finite element method (FEM), when the bridge is modeled by shell element and vehicle is modeled by a theoretical model with four degrees of freedom; (2) the numerical method to predict the low-frequency noise caused by bridge vibration, when the sound pressure is derived using the theory of acoustics and Fast Fourier Transform (FFT) technology. As an example, the low-frequency noise of a practical bridge is investigated. The numerical results are compared with the measured data in experiments, which indicate the validity of the current method. Finally, the influence of road surface roughness is discussed.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
International Conference on Transportation Engineering 2009
Pages: 3706 - 3711
Copyright
© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
Permissions
Request permissions for this article.
ASCE Technical Topics:
- Analysis (by type)
- Bridge engineering
- Bridge management
- Bridge-vehicle interaction
- Continuum mechanics
- Design (by type)
- Dynamic loads
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Environmental engineering
- Finite element method
- Load factors
- Methodology (by type)
- Models (by type)
- Noise pollution
- Numerical analysis
- Numerical methods
- Numerical models
- Pollution
- Solid mechanics
- Structural design
- Structural dynamics
- Structural engineering
- Vehicle loads
Authors
Affiliations
Department of Civil Engineering, Ningbo University, Ningbo, P.R. China and Department of Civil Engineering, Zhejiang University, Hangzhou, P.R. China and 50#, Ningbo University, Ningbo, 315211, P.R. China. E-mail: [email protected]
Xu Xie
Department of Civil Engineering, Zhejiang University, Hangzhou, P.R. China
Hui Li
Department of Civil Engineering, Ningbo University, Ningbo, P.R. China
Jianyuan Huang
Department of Civil Engineering, Ningbo University, Ningbo, P.R. China
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
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.
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.
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.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
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.
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.
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.