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韌性斜撐之結構消能減震應用

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表 5.1 五層樓模型結構細部尺寸  Length ( m ) 2  Width ( m ) 2  Height of 2~5 floors ( m ) 1.3  Height of 1 st  floor ( m ) 1.5  m 5 ( kg − sec 2 m ) 82.28  m 4 ( kg − sec 2 m ) 84.75  m 3 ( kg − sec 2 m ) 84.75  m 2 ( kg − sec 2 m ) 84.75  m 1 ( kg − sec 2 m ) 85.13
表 5.5 增設韌性斜撐之等效頻率與阻尼比(El Centro earthquake)
表 5.9 增設韌性斜撐之等效頻率與阻尼比(Hachinohe earthquake)
表 5.13 增設韌性斜撐之等效頻率與阻尼比(Kobe earthquake)
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