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SEISMIC-RESPONSE CONTROLLED STRUCTURE OF LIGHTWEIGHT STEEL-FRAMED HOUSE

机译:轻钢结构房屋的地震响应控制结构

摘要

PPROBLEM TO BE SOLVED: To provide a seismic-response controlled structure which can reduce the deformation of a building by efficiently converting vibrational energy, generated by earthquakes, into thermal energy. PSOLUTION: In an area R1 on the upside of a middle rail 4 of a framework frame 1, a first damper unit D1 with first-fourth viscoelastic dampers 5a-5d is mounted. In an area R2 on the downside of the middle rail 4, a second damper unit D2 with fifth-eighth viscoelastic dampers 5e-5h is mounted. Additionally, in the framework frame 1, the mounting rigidity of each mounting part of the first-eighth viscoelastic dampers 5a-5h, the storage rigidity of each of the first-eighth viscoelastic dampers 5a-5h, and the loss coefficient of each of the first-eighth viscoelastic dampers 5a-5h are adjusted to satisfy predetermined conditions, when a story deformation angle is 1/200 rad in horizontal deformation. PCOPYRIGHT: (C)2007,JPO&INPIT
机译:

要解决的问题:提供一种地震响应控制的结构,该结构可以通过将地震产生的振动能量有效地转换为热能来减少建筑物的变形。

解决方案:在框架框架1的中间导轨4上方的区域R1中,安装了带有第一至第四粘弹性阻尼器5a-5d的第一阻尼器单元D1。在中间导轨4的下侧的区域R2中,安装了具有第五至第八粘弹性阻尼器5e-5h的第二阻尼器单元D2。另外,在框架框架1中,第一第八粘弹性阻尼器5a-5h的每个安装部的安装刚度,每个第一第八粘弹性阻尼器5a-5h的存储刚度以及每个第一粘弹性阻尼器5a-5h的损耗系数。当楼层变形角在水平变形中为1 / 200rad时,调整第一至第八粘弹性阻尼器5a-5h以满足预定条件。

版权:(C)2007,日本特许厅&INPIT

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