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1. 发明授权

US5036633A Variable damping and stiffness structure 失效
标题翻译：可变阻尼和刚度结构
公开(公告)号：US5036633A
公开(公告)日：1991-08-06
申请号：US475818
申请日：1990-02-06
申请人： Takuji Kobori , Motoichi Takahashi , Tadashi Nasu , Naoki Niwa , Narito Kurata , Junichi Hirai , Yoshinori Adachi , Koji Ishii
发明人： Takuji Kobori , Motoichi Takahashi , Tadashi Nasu , Naoki Niwa , Narito Kurata , Junichi Hirai , Yoshinori Adachi , Koji Ishii
IPC分类号： E04H9/02 , E04H9/14
CPC分类号： E04H9/02 , E04H9/14 , E04H2009/026 , E04H9/028
摘要： A variable damping and stiffness structure is disclosed, which includes a variable damping device provided between posts, beams and braces of a structure or braces serving as variable stiffness elements and interconnecting a frame body and the variable stiffness element or the variable stiffness elements themselves. Not only the unreasonance property, but also the damping property of the structure are compositely judged by a computer on the basis of information obtained from sensors with respect to disturbances such as earthquake and wind to control the connecting condition of the variable damping device, whereby both the unresonance property and the damping property are controlled to reduce the response amount of the structure. Otherwise, the variable damping device is controlled by the judgement of only the damping property.
摘要翻译：公开了一种可变的阻尼和刚度结构，其包括设置在作为可变刚度元件的结构的支柱，梁和支架之间的可变阻尼装置，并且连接框体和可变刚度元件或可变刚度元件本身。基于从传感器获得的关于诸如地震和风力之类的干扰的信息，不仅可以通过计算机对结构的阻尼性能进行复合判断，以控制可变阻尼装置的连接状态，控制不谐振性能和阻尼性能以减小结构的响应量。否则，仅通过阻尼特性的判断来控制可变阻尼装置。

2. 发明授权

US5065552A Active seismic response control system for use in structure 失效
标题翻译：主动地震响应控制系统用于结构
公开(公告)号：US5065552A
公开(公告)日：1991-11-19
申请号：US475367
申请日：1990-02-05
申请人： Takuji Kobori , Motoichi Takahashi , Tadashi Nasu , Naoki Niwa , Narito Kurata , Junichi Hirai , Yoshinori Adachi
发明人： Takuji Kobori , Motoichi Takahashi , Tadashi Nasu , Naoki Niwa , Narito Kurata , Junichi Hirai , Yoshinori Adachi
IPC分类号： E04H9/02
CPC分类号： E04H9/02 , E04H2009/026 , E04H9/028
摘要： An active seismic response control system includes a variable damping device provided between posts, beams and braces of a structure, wherein the response of the frame is reduced by controlling the variable damping device when an earthquake or strong wind occurs to give a damping force to the frame. The response of the structure is determined by the steps of judging with a computer the optimal damping force or control force to be applied to the structure on the basis of information obtained from sensors in response to the disturbance, and then controlling the coefficient of damping of the variable damping device.
摘要翻译：主动地震响应控制系统包括设置在结构的柱，梁和支架之间的可变阻尼装置，其中通过在发生地震或强风时控制可变阻尼装置来减小框架的响应以给予阻尼力帧。结构的响应由以下步骤确定：利用计算机根据从传感器响应于干扰获得的信息来判断施加到结构的最佳阻尼力或控制力，然后控制阻尼系数可变阻尼装置。

3. 发明授权

US5491938A High damping structure 失效
标题翻译：高阻尼结构
公开(公告)号：US5491938A
公开(公告)日：1996-02-20
申请号：US272032
申请日：1994-07-08
申请人： Naoki Niwa , Takuji Kobori , Motoichi Takahashi , Narito Kurata , Takayuki Mizuno , Masatoshi Ishida , Tomohiko Hatada
发明人： Naoki Niwa , Takuji Kobori , Motoichi Takahashi , Narito Kurata , Takayuki Mizuno , Masatoshi Ishida , Tomohiko Hatada
IPC分类号： E04H9/02
CPC分类号： E04H9/02 , E04H9/028
摘要： A high damping device combined with the frame of a building to protect the building from seismic shock. For seismic vibration up to a predetermined level corresponding to the permissible strength of the high damping device, a damping coefficient c of the high damping device is set so as to be c.sub.3 =c=c.sub.1 with respect to a damping coefficient c.sub.3 for giving the maximum value of a damping factor h.sub.3 corresponding to a tertiary mode of vibration of the structure and a damping coefficient c.sub.1 for giving the maximum value of a damping factor h.sub.1 corresponding to a primary mode of vibration. The maximum load on the high damping device is predetermined and means are provided to prevent the high damping device from being damaged in the event that the predetermined maximum load is exceeded. The inventive combination permits the stiffness factor of the building to be reduced from a factor of 1.0 down to a factor as low as 0.3, with a proportionate reduction in steel frame mass.
摘要翻译： PCT No.PCT / JP91 / 01426 Sec。 371日期：1992年6月17日 102（e）日期1992年6月17日PCT 1991年10月18日PCT PCT。第WO92 / 83333号公报日期：1992年5月14日。一个高阻尼装置与建筑物的框架相结合，以保护建筑物免遭地震震动。对于与高阻尼装置的允许强度相对应的预定水平的地震振动，高阻尼装置的阻尼系数c相对于阻尼系数c3被设定为c3 = c = c1，以给出最大值对应于结构的三次振动模式的阻尼系数h3的值和用于给出对应于主要振动模式的阻尼系数h1的最大值的阻尼系数c1。高阻尼装置上的最大负载是预定的，并且提供装置以防止在超过预定的最大负载的情况下高阻尼装置被损坏。本发明的组合允许建筑物的刚度因子从1.0降低到低至0.3的因子，钢框架质量的比例降低。

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