Abstract
To establish a simple and rational method for dynamic response analysis of RC rock-shed structure under rock-falling, applicability of Finite Strip Method (F. S. M.) and 2-dimensional frame method on the impact behavior of RC rock-shed structure is considered. The experimental results obtained from the full scale impact test of RC rock-shed structure are used to confirm the applicability of those analytical methods.
Finally, it is shown that the main part of dynamic response of RC rock-shed structure will be predicted by using F. S. M.
