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ROTATION DISPLACEMENT AMPLIFICATION TYPE DAMPING STRUCTURE OF BUILDING

机译:建筑物的旋转位移放大型阻尼结构

摘要

PROBLEM TO BE SOLVED: To provide a rotation displacement amplification type damping structure of a building capable of effectively controlling vibration of the building by sufficiently deforming the damping material to finely exhibit damping operation even if relative rotation displacement between a first building construction member wherein the sheet-like damping material is put and a second building construction member is not large.;SOLUTION: The sheet-like damping material 20 consisting of a viscoelastic elastomer is held between a column 10 and a beam 12, and shear deformation of the damping material 20 is made by those relative rotation displacement to control the vibration of the building based on the damping operation of the damping material 20. In that case, the relative rotation displacement of the column 10 and the beam 12 is amplified to add it to the damping material 20, and a rotation displacement amplification mechanism 15 largely deforming the damping material 20 is provided.;COPYRIGHT: (C)2005,JPO&NCIPI
机译:解决的问题:提供一种建筑物的旋转位移放大型阻尼结构,即使第一建筑物建筑构件之间的相对旋转位移,该阻尼结构也能够通过使阻尼材料充分变形以有效地控制建筑物的振动来精细地表现出阻尼操作。放入第二层建筑阻尼构件;第二层建筑构件不大;解决方案:由粘弹性弹性体组成的片状阻尼物质20固定在立柱10和梁12之间,阻尼物质20的剪切变形根据阻尼材料20的阻尼操作,通过这些相对旋转位移来控制建筑物的振动。在那种情况下,柱10和梁12的相对旋转位移被放大以将其添加到阻尼材料中。参照图20,证明了旋转位移放大机构15使阻尼材料20大幅变形。版权:(C)2005,JPO&NCIPI

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