NON-LINER RESPONSE ANALYSIS OF NUCLEAR FACILITIES SUBJECT TO HORIZONTAL AND VERTICAL GROUND MOTIONS
In this study, non-linear dynamic response analysis was carried out on a full-scale BWR building with the input direction and amplification factor of ground motion as parameters, and the effects of different combination of these parameters on horizontal response of the building were reviewed. As a result, it was found that the input of vertical ground motion had no significant effect when the building was in an elastic region, and that the input of vertical ground motion had effects on the distribution of the maximum horizontal response acceleration and the amplitude of the prevailing periodic band of horizontal floor response spectrum when the building reached a non-linear region.
horizontal and vertical ground motions RC wall non-linear response analysis
K. Hibino H. Nanba S. Motohashi K. Ebisawa
Seismic Safety Division, Japan Nuclear Energy Safety Organization (JNES), Tokyo, Japan
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）