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本文运用Pushover能力谱法对核废物厂房做了在罕遇地震下的性能评估,从而保证与之相邻的核安全Ⅰ类物项的安全,得出即使是在罕遇地震(0.3g)下,此核电厂房也能满足《建筑抗震设计规范》的最大层间位移角的规定。
In this paper, Pushover profilometry was used to evaluate the performance of a nuclear waste plant under rare earthquakes, so as to ensure the safety of adjacent nuclear safety class I items. It is concluded that even under rare earthquakes (0.3g) , This nuclear power house can also meet the “building seismic design code” maximum floor displacement angle requirements.