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  1. Shannon Hall

    Structural Damping - Logarithmic decrement (d)

    Hi all, I am trying to get my head around the BS EN 1991-2:2003 - Part 2: Traffic Loads on Bridges. I am struggling on within being able to find the structural damping (δ) needed in figure NA.9. I have found that it is safe to assume 2% for a fully welded bridge/truss. What I cannot find...

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