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A platform for research: civil engineering, architecture and urbanism
VIBRATION CONTROL BUILDING
To provide a vibration control building capable of reducing a deformation effectively according to a ratio of an interlayer deformation and a flexure deformation.SOLUTION: A vibration control building (building 10) comprises a column beam frame (a column 12, a beam 14) formed across a plurality of layers and a damper 30 of which one end is coupled to an upper beam 16A, of which other end is coupled to a lower beam 16D, which is installed in a tilted way in a horizontal direction and of which tilt angle is different according to the installed layer.SELECTED DRAWING: Figure 2
【課題】層間変形と曲げ変形との比率に応じて、効率よくこれらの変形を低減できる制振建物を提供する。【解決手段】制振建物（建物１０）は、複数階層に亘って形成された柱梁架構（柱１２、梁１４）と、上側の梁１６Ａに一端が連結され、下側の梁１６Ｄに他端が連結され、水平方向に対して傾斜して設置されると共に、設置された階層によって傾斜角度が異なっているダンパー３０と、を備えている。【選択図】図２
VIBRATION CONTROL BUILDING
To provide a vibration control building capable of reducing a deformation effectively according to a ratio of an interlayer deformation and a flexure deformation.SOLUTION: A vibration control building (building 10) comprises a column beam frame (a column 12, a beam 14) formed across a plurality of layers and a damper 30 of which one end is coupled to an upper beam 16A, of which other end is coupled to a lower beam 16D, which is installed in a tilted way in a horizontal direction and of which tilt angle is different according to the installed layer.SELECTED DRAWING: Figure 2
【課題】層間変形と曲げ変形との比率に応じて、効率よくこれらの変形を低減できる制振建物を提供する。【解決手段】制振建物（建物１０）は、複数階層に亘って形成された柱梁架構（柱１２、梁１４）と、上側の梁１６Ａに一端が連結され、下側の梁１６Ｄに他端が連結され、水平方向に対して傾斜して設置されると共に、設置された階層によって傾斜角度が異なっているダンパー３０と、を備えている。【選択図】図２
VIBRATION CONTROL BUILDING
制振建物
ISHIYAMA TATSUSHI (author) / ISHIDA TAKAYOSHI (author)
2022-05-12
Patent
Electronic Resource
Japanese
VIBRATION CONTROL BUILDING AND BUILDING VIBRATION CONTROL METHOD
| European Patent Office | 2015
VIBRATION CONTROL BUILDING AND BUILDING VIBRATION CONTROL METHOD
| European Patent Office | 2015