Dynamic response of timber bridges as a tool to measure structural integrity
Document Type
Article
Publication Date
1-1-2003
Abstract
Structural integrity of the timber bridges is discussed. Dynamic response was used as a tool. It was found that simple beam model is capable of relating EI product and bending mode frequency for timber bridges and bridge structure also shows nonlinear behavior.
Publication Title
Experimental Techniques
Recommended Citation
Morison, A.,
Van Karsen, C.,
Evensen, H.,
&
Ligon, J.
(2003).
Dynamic response of timber bridges as a tool to measure structural integrity.
Experimental Techniques,
27(3), 25-28.
http://doi.org/10.1111/j.1747-1567.2003.tb00110.x
Retrieved from: https://digitalcommons.mtu.edu/michigantech-p/11462