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A method based on Green’s functions is proposed to study the steady-state dynamic responses of a cable-stayed beam subjected to distributed and/or concentrated loadings. The cable’s initial sag and... Click to show full abstract
A method based on Green’s functions is proposed to study the steady-state dynamic responses of a cable-stayed beam subjected to distributed and/or concentrated loadings. The cable’s initial sag and...
Keywords:
forced vibration;
vibration cable;
cable;
cable stayed;
stayed beam
Journal Title: International Journal of Structural Stability and Dynamics
Year Published: 2020
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Journal Title: International Journal of Structural Stability and Dynamics
Year Published: 2020
Link to full text (if available)
Share on Social Media: Sign Up to like & get
recommendations!