Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/24203
Title: A new bridge-vehicle system Part I : Formulation and validation
Authors: Chan, THT
Yu, L
Yung, TH
Chan, JHF
Keywords: Bridge-vehicle interaction
Dynamic responses
Eccentric beam model
Fast Fourier transform
Field test
Impact on bridges
Surface roughness
Tire-suspension system
Issue Date: 2003
Publisher: Techno Press
Source: Structural engineering and mechanics, 2003, v. 15, no. 1, p. 1-19 How to cite?
Journal: Structural engineering and mechanics 
Abstract: This paper presents the formulation of a new bridge-vehicle system with validation using the field data. Both pitching and twisting modes of the vehicle are considered in the contribution of the dynamic effects in the bridge responses. A heavy vehicle was hired as a control vehicle with known axle weight, axle spacing and spring coefficients. The measured responses were generated from the control vehicle running at a particular speed at a test span at Ma Tau Wai Flyover. The measured responses were acquired using strain gauges installed beneath the girder beams of the test bridge. The simulated responses were generated using BRVEAN that is a self-developed program based on the proposed bridge-vehicle system. The validation shows that the bridge model is valid for representing the test bridge and the governing equations are valid for representing the motion of moving vehicles.
URI: http://hdl.handle.net/10397/24203
ISSN: 1225-4568
EISSN: 1598-6217
Appears in Collections:Journal/Magazine Article

Access
View full-text via PolyU eLinks SFX Query
Show full item record

SCOPUSTM   
Citations

4
Last Week
0
Last month
0
Citations as of May 16, 2017

Page view(s)

31
Last Week
1
Last month
Checked on Aug 13, 2017

Google ScholarTM

Check



Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.