Abstract
The response of hammer foundations to the blows of the head can be considered either as caused by the initial velocity imparted to the anvil or as a pulse. This paper presents a solution based on the latter assumption. The approach is based on the notion of complex eigenvalues, incorporates damping in a rigorous way and is particularly suitable for more complex types of hammer foundations featuring more than one degree of freedom.
Full Text 
Sign-in/Register to access full text options
Sign-in/Register to access full text options 
Paper version not known
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
