고층아파트의 비내력벽이 내진거동에 미치는 영향

초록

In order to study the effect of end conditions for non structural wall members on the seismic capacity of an apartment, non-linear dynamic analyses are conducted for typical structure model by using PERFORM-3D. In the analyses 3 kinds of equally scaled earthquake records are applied and 2 kinds of end conditions, i.e. fixed and pin supported cases, are considered. As a result, the study clearly shows that the assumed end conditions are significantly affected on the seismic capacity and, consequently, an appropriate guide line to model the structure should be necessary.