An analytical model for evaluation and its validity were verified by walking experiments regarding the structural design for floor vibration caused by walking in over-track buildings composed of passageways and concourses.
(1) In the area of the passageway, the frequency that excels as the frame and the frequency that excels as a slab is different. Therefore, it is necessary to evaluate it with an analytical model for the frame that can evaluate the frequency of both.
(2) In the concourse area, it is possible to evaluate the floor vibration even with an analysis model of the floor slab range.
