component level, joint level and module level. In chapter 4, shaking table tests were performed to examine the dynamic behavior of the suspended ceilings with horizontal excitation using El-Centro earthquake and Mexico City earthquake. The dynamic performance, such as acceleration response, displacement response, deformation, natural period etc. was evaluated.In the shaking table tests, there was no system failure of ceiling in 1g level ground acceleration. Further experiments should be performed for seismic design for ceilings. Vertical excitation on shaking table tests, more than 1g level ground acceleration excitation, and ceiling with weight such as lights or air conditioner have to be considered for further experiments.
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Dynamic response characteristics of ceilings on shaking table test