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Seismic Evaluation of Damped-Outrigger Incorporating Buckling-Restrained Braces Part II: Optimal design

机译:结合屈曲约束支撑的阻尼支腿的抗震评估第二部分:优化设计

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1) Two methods were developed in this study. Based on thernanalysis results, max can be reduced best when  is between 0.6rnand 0.8 for Met. I and between 0.5 and 0.6 for Met. II.rn2) Based on the analytical results, the optimal  values were notrnfound to be significantly affected by either Rdb or Rdc. Larger Rdbrnand Rdc resulted in greater efficiency in reducing max. However,rnamax would be amplified if Rdb and Rdc are very large.rn3) The optimal Rdb and Rdc values in order to achieve minimumrnmax and amax are around 1 for Sbc ranging from 2 to 5, around 3rnfor Sbc ranging from 1 to 2, and around 4 for Sbc smaller than 1.rnFor design purposes, in order to enhance the outrigger effect,
机译:1)本研究开发了两种方法。根据分析结果,当Met的rn在0.6rn和0.8之间时,max可以最大程度地降低。我和Met在0.5和0.6之间。 II.rn2)根据分析结果,未发现最佳值受到Rdb或Rdc的显着影响。 Rdbrnand Rdc越大,降低reducingmax的效率越高。但是,如果Rdb和Rdc很大,则rnamax将被放大。rn3)为了达到最小值,最佳Rdb和Rdc值对于2至5的Sbc约为1,对于3至1的Sbc约为3rn。 ,对于小于1.rn的Sbc大约为4。出于设计目的,为了增强支腿效果,

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