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  1. leonardo04

    Modellation of TMD for a cable-stayed bridge (in SAP2000)

    In order to avoid the excessive vibration in a steel cable-stayed bridge due to pedestrian load in resonance I tryed to put a tuned mass damper in the middle of the deck. I found problem modelling it. I've drawn a point in the middle of the deck with a certain mass assigned, linked to the deck...

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