Abstract
In this study, to establish a simple and rational numerical analysis procedure of RC rock-shed for practical design use, three dimensional dynamic frame analysis of full-scale rock-shed with TLAS was performed. An applicability of proposed analysis method was verified by comparing experimental results, such as distributions of bending moment and displacement. As a results, it was confirmed that since the impact response behavior of rock-shed can be precisely estimated by applying the proposed analysis method, it was effective tool for practical design use of rock-shed.
