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Shock and Vibration
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Shock and Vibration
/
2016
/
Article
/
Tab 2
/
Research Article
An Experimental Study of Structural Identification of Bridges Using the Kinetic Energy Optimization Technique and the Direct Matrix Updating Method
Table 2
Material properties of the cable-stayed bridge model.
Material
property
Modulus of elasticity (
)
Shear modulus of
elasticity (
)
Poisson’s
ratio
Unit weight
(
)
Yield strength
(
)
Steel