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挫屈式韌性斜撐之耐震性能試驗與分析

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表 5.9 各樓層加速度均方根值比較(Input= El Centro)  Experimental  Simulated  PGA=0.303 g  PGA= 0.303 g  w/   w/   Floor  w/o  damper  (g)  damper  (g)  Reduction (%)  w/o  damper (g)  damper (g)  Reduction (%)  RF  0.42   0.10   75   0.43   0.24   45   5F   0.36   0.10
表 5.12 各樓層加速度均方根值比較(Input= Hahinohe)  Experimental  Simulated  PGA=0.272 g  PGA= 0.272 g  w/   w/   Floor  w/o  damper  (g)  damper  (g)  Reduction (%)  w/o  damper (g)  damper (g)  Reduction (%)  RF  0.48   0.15   69   0.54   0.33   39   5F   0.45   0.14
表 5.14 各樓層加速度峰值反應比較(Input= Kobe)  Experimental  Simulated  PGA=0.24 g  PGA= 0.24 g  w/   w/   Floor  w/o  damper  (g)  damper  (g)  Reduction (%)  w/o  damper (g)  damper (g)  Reduction (%)  RF  0.85   0.39   54   0.88   1.08   -23   5F   0.60   0.38   36
表 5.15 各樓層加速度均方根值比較(Input= Kobe)  Experimental  Simulated  PGA=0.24 g  PGA= 0.24 g  w/   w/   Floor  w/o  damper  (g)  damper  (g)  Reduction (%)  w/o  damper (g)  damper (g)  Reduction (%)  RF  0.25   0.05   80   0.22   0.12   46   5F   0.20   0.05   75
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