Dynamic Wheel Loads from Bridge Strains
O'Connor, Colin & Chan, Tommy H.T. (1988) Dynamic Wheel Loads from Bridge Strains. Journal of Structural Engineering, 114(8), pp. 1703-1723.
Earlier impact studies on a small-span bridge under service loads gave impact fractions much higher than those specified by AASHTO. This paper represents the first stage of a program to identify the high-impact vehicles. It describes theoretical studies that use bridge measurements to estimate not only the equivalent static loads but also their dynamic variation with time. Acceptable estimates have been obtained. The use of measured bending moments gives better results than measured def1eetions. The correct selection of nodal spacing and arrangement is important.
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|Item Type:||Journal Article|
|Additional Information:||For more information, please refer to the journal's website (see hypertext link) or contact the author.|
|Keywords:||weigh, in, motion, bridges, loadings, impact factor, design|
|Subjects:||Australian and New Zealand Standard Research Classification > ENGINEERING (090000) > CIVIL ENGINEERING (090500)
Australian and New Zealand Standard Research Classification > ENGINEERING (090000) > CIVIL ENGINEERING (090500) > Structural Engineering (090506)
|Divisions:||Past > QUT Faculties & Divisions > Faculty of Built Environment and Engineering|
|Copyright Owner:||Copyright 1988 American Society of Civil Engineers (ASCE)|
|Deposited On:||05 Mar 2008|
|Last Modified:||10 Aug 2011 16:34|
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