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公开(公告)号:US08857110B2
公开(公告)日:2014-10-14
申请号:US13673257
申请日:2012-11-09
申请人: Michael C. Constantinou , Andrei M. Reinhorn , Apostolos A. Sarlis , Douglas Taylor , David A. Lee , Satish Nagarajaiah , Dharma Theja R. Pasala
发明人: Michael C. Constantinou , Andrei M. Reinhorn , Apostolos A. Sarlis , Douglas Taylor , David A. Lee , Satish Nagarajaiah , Dharma Theja R. Pasala
CPC分类号: E04H9/02 , E04B1/98 , E04H9/021 , F16F1/121 , F16F1/128 , F16F3/04 , F16F15/00 , F16F2228/063
摘要: A negative stiffness device and method for seismic protection of a structure is described. In one embodiment, the device has an anchor frame and a movement frame laterally translatable relative to the anchor frame. The anchor frame and movement frame have respective extension portions. A linkage is pivotably connected to the extension portion of the anchor frame. A compressed spring has a first end is attached to the extension portion of the movement frame and a second end attached to the linkage. The compressed spring has a spring force. In a rest state, the compressed spring does not apply a lateral force to the movement frame. In an engaged state, the compressed spring is configured to apply a lateral force to displace the movement frame in a lateral direction of a seismic load. The spring force is amplified by the linkage when the movement frame is laterally displaced to an amplification point.
摘要翻译: 描述了一种用于结构的抗震保护的负刚度装置和方法。 在一个实施例中,该装置具有锚架和相对于锚架可横向平移的运动框架。 锚架和运动框架具有相应的延伸部分。 联动装置可枢转地连接到锚架的延伸部分。 压缩弹簧的第一端附接到运动框架的延伸部分,第二端部连接到连杆机构上。 压缩弹簧具有弹簧力。 在静止状态下,压缩弹簧不会对运动框架施加横向力。 在接合状态下,压缩弹簧被构造成施加横向力以沿着地震载荷的横向移动移动框架。 当移动框架横向移位到放大点时,弹簧力通过连杆被放大。
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公开(公告)号:US20130118098A1
公开(公告)日:2013-05-16
申请号:US13673257
申请日:2012-11-09
申请人: Michael C. Constantinou , Andrei M. Reinhorn , Apostolos A. Sarlis , Douglas Taylor , David A. Lee , Satish Nagarajaiah , Dharma Theja R. Pasala
发明人: Michael C. Constantinou , Andrei M. Reinhorn , Apostolos A. Sarlis , Douglas Taylor , David A. Lee , Satish Nagarajaiah , Dharma Theja R. Pasala
CPC分类号: E04H9/02 , E04B1/98 , E04H9/021 , F16F1/121 , F16F1/128 , F16F3/04 , F16F15/00 , F16F2228/063
摘要: A negative stiffness device and method for seismic protection of a structure is described. In one embodiment, the device has an anchor frame and a movement frame laterally translatable relative to the anchor frame. The anchor frame and movement frame have respective extension portions. A linkage is pivotably connected to the extension portion of the anchor frame. A compressed spring has a first end is attached to the extension portion of the movement frame and a second end attached to the linkage. The compressed spring has a spring force. In a rest state, the compressed spring does not apply a lateral force to the movement frame. In an engaged state, the compressed spring is configured to apply a lateral force to displace the movement frame in a lateral direction of a seismic load. The spring force is amplified by the linkage when the movement frame is laterally displaced to an amplification point.
摘要翻译: 描述了一种用于结构的抗震保护的负刚度装置和方法。 在一个实施例中,该装置具有锚架和相对于锚架可横向平移的运动框架。 锚架和运动框架具有相应的延伸部分。 联动装置可枢转地连接到锚架的延伸部分。 压缩弹簧的第一端附接到运动框架的延伸部分,第二端部连接到连杆机构上。 压缩弹簧具有弹簧力。 在静止状态下,压缩弹簧不会对运动框架施加横向力。 在接合状态下,压缩弹簧被构造成施加横向力以沿着地震载荷的横向移动移动框架。 当移动框架横向移位到放大点时,弹簧力通过连杆被放大。
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