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Self-centering compact damper unit applicable to structures for seismic energy dissipation

机译:自定心紧凑型减振器,适用于地震耗能结构

摘要

The damper unit 10 is applicable to structures for seismic energy dissipation. The damper unit 10 comprises, a lower beam 11, an upper beam 12, a left column 21, a right column 22, axially yielding dampers 41, 42 functioning as an energy dissipating means, a left post-tensioned steel bar 31, and a right post-tensioned steel bar 32. The left and right post-tensioned steel bars 31 and 32 are inserted in the left and right columns 21 and 22, respectively. Upper ends of the steel bars 31 and 32 are connected with the upper beam 12. Lower ends of the steel bars 31 and 32 are connected with the lower beam 11. The columns 31 and 32 are semi-rigid connected with the upper beam 12 and the lower beam 11 by compressive forces generated from the steel bars 31 and 32. Therefore, the damper unit 10 possesses both self-centering and seismic energy dissipation characteristics.
机译: 10 阻尼器单元适用于地震能量消散的结构。阻尼器单元 10 包括下部梁 11 ,上部梁 12 ,左列 21 a。右列 22,轴向产生的阻尼器 41、42 用作能量消散装置,左后张紧钢筋 31,和右后张钢筋 32。左右后张钢筋 31 32 插入左右列 > 21 22,。钢筋 31 32 的上端与上梁 12连接。钢筋 31 的下端B>和 32 与下梁 11连接。 31 32 是半刚性连接钢筋 31 32产生的压缩力作用于上部梁 12 和下部梁 11 因此,阻尼器单元 10 具有自定心和地震耗能的特性。

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