Directional sliding pendulum seismic isolation systems and articulated sliding assemblies therefor
    1.
    发明授权
    Directional sliding pendulum seismic isolation systems and articulated sliding assemblies therefor 有权
    定向滑动摆式隔震系统及铰接滑动组件

    公开(公告)号:US06631593B2

    公开(公告)日:2003-10-14

    申请号:US09894506

    申请日:2001-06-28

    Applicant: Jae Kwan Kim

    Inventor: Jae Kwan Kim

    CPC classification number: E04H9/023

    Abstract: A bi-directional sliding pendulum seismic isolation system for reducing seismic force acting on a structure by sliding pendulum movements, each system comprising a lower sliding plate forming a sliding path in a first direction, an upper sliding plate forming a sliding path in a second direction, and a sliding assembly for reducing the seismic force of the structure by performing a pendulum motion by sliding along the lower and upper sliding plates.

    Abstract translation: 一种用于通过滑动摆动运动来减小作用在结构上的地震力的双向滑动摆式隔震系统,每个系统包括在第一方向上形成滑动路径的下滑板,在第二方向上形成滑动路径的上滑板 ,以及用于通过沿下滑板和上滑板滑动执行摆动运动来减小结构的地震力的滑动组件。

    Directional rolling pendulum seismic isolation systems and roller assembly therefor
    2.
    发明授权
    Directional rolling pendulum seismic isolation systems and roller assembly therefor 失效
    定向滚动摆式隔震系统及其辊组件

    公开(公告)号:US06725612B2

    公开(公告)日:2004-04-27

    申请号:US10096220

    申请日:2002-03-11

    Applicant: Jae Kwan Kim

    Inventor: Jae Kwan Kim

    CPC classification number: E04H9/023

    Abstract: A bi-directional rolling pendulum seismic isolation system for reducing seismic force acting on a structure by rolling pendulum movements, the system having a lower plate forming a rolling path in a first direction; an upper plate forming a rolling path in a second direction; and a roller assembly performing a pendulum motion by rolling and moving along the lower and upper plates wherein the roller assembly performs the pendulum motion when seismic load is applied, thereby reducing the seismic load of a structure.

    Abstract translation: 一种用于减小通过滚动摆动作用在结构上的地震力的双向滚动摆式隔震系统,该系统具有在第一方向上形成滚动路径的下板; 形成沿第二方向的滚动路径的上板; 以及通过沿着下板和上板滚动并移动来执行摆动的辊组件,其中当施加地震载荷时,辊组件执行摆锤运动,从而降低结构的地震荷载。

    Directional sliding pendulum seismic isolation systems with articulated sliding assembly
    4.
    发明授权
    Directional sliding pendulum seismic isolation systems with articulated sliding assembly 失效
    具有铰接滑动组件的定向滑动摆动隔震系统

    公开(公告)号:US06951083B2

    公开(公告)日:2005-10-04

    申请号:US10625941

    申请日:2003-07-24

    Applicant: Jae Kwan Kim

    Inventor: Jae Kwan Kim

    CPC classification number: E04H9/023

    Abstract: A bi-directional sliding pendulum seismic isolation system for reducing seismic force acting on a structure by sliding pendulum movements, each system comprising a lower sliding plate forming a sliding path in a first direction, an upper sliding plate forming a sliding path in a second direction, and a sliding assembly for reducing the seismic force of the structure by performing a pendulum motion by sliding along the lower and upper sliding plates.

    Abstract translation: 一种用于通过滑动摆动运动来减小作用在结构上的地震力的双向滑动摆式隔震系统,每个系统包括在第一方向上形成滑动路径的下滑板,在第二方向上形成滑动路径的上滑板 ,以及滑动组件,用于通过沿着下滑板和上滑板滑动执行摆动运动来减小结构的地震力。

    Directional sliding pendulum seismic isolation systems and articulated sliding assemblies therefor
    5.
    发明授权
    Directional sliding pendulum seismic isolation systems and articulated sliding assemblies therefor 有权
    定向滑动摆式隔震系统及铰接滑动组件

    公开(公告)号:US06862849B2

    公开(公告)日:2005-03-08

    申请号:US10639200

    申请日:2003-08-12

    Applicant: Jae Kwan Kim

    Inventor: Jae Kwan Kim

    CPC classification number: E04H9/023

    Abstract: A bi-directional sliding pendulum seismic isolation system for reducing seismic force acting on a structure by sliding pendulum movements, each system comprising a lower sliding plate forming a sliding path in a first direction, an upper sliding plate forming a sliding path in a second direction, and a sliding assembly for reducing the seismic force of the structure by performing a pendulum motion by sliding along the lower and upper sliding plates.

    Abstract translation: 一种用于通过滑动摆动运动来减小作用在结构上的地震力的双向滑动摆式隔震系统,每个系统包括在第一方向上形成滑动路径的下滑板,在第二方向上形成滑动路径的上滑板 ,以及滑动组件,用于通过沿着下滑板和上滑板滑动执行摆动运动来减小结构的地震力。

    Method for manufacturing high magnetic flux denshy grain oriented electrical steel sheet based on low temperature slab heating method
    6.
    发明授权
    Method for manufacturing high magnetic flux denshy grain oriented electrical steel sheet based on low temperature slab heating method 有权
    基于低温板坯加热方法制造高磁通密度晶粒取向电工钢板的方法

    公开(公告)号:US06451128B1

    公开(公告)日:2002-09-17

    申请号:US09242865

    申请日:1999-02-25

    CPC classification number: C21D3/04 C21D8/1255 C21D8/1272

    Abstract: A method for manufacturing a high magnetic flux density grain oriented electrical steel sheet is disclosed. A silicon steel slab is heated and hot-rolled, and the steel sheet is annealed and cold-rolled and decarburized. An annealing separator is spread on the steel sheet, and a final high temperature annealing is carried out. The silicon steel contains in weight % 0.02-0.045% of C, 2.90-3.30% of Si, 0.05-0.30% of Mn, 0.005-0.019% of Al, 0.003-0.008% of N, 0.006% or less of S (the above being main ingredients), 0.001-0.012% of B, and a balance of Fe and unavoidable impurities; or the above main ingredients plus 0.30-0.70% of Cu, 0.03-0.07% of Ni, 0.03-0.07% of Cr, and a balance of Fe and unavoidable impurities; or the above main ingredients plus 0.001-0.012% of B, 0.30-0.70% of Cu, 0.03-0.07% of Ni, 0.03-0.07% of Cr, and a balance of Fe and unavoidable impurities.

    Abstract translation: 公开了一种制造高磁通密度晶粒取向电工钢板的方法。 对硅钢板进行加热热轧,对钢板进行退火冷轧,脱碳。 将退火分离器铺展在钢板上,进行最终的高温退火。 硅钢的重量%为C:0.02-0.045%,Si:2.90-3.30%,Mn:0.05-0.30%,Al:0.005-0.019%,N:0.003-0.008%,S:0.006% 以上为主要成分),0.001-0.012%B,余量为Fe和不可避免的杂质; 或上述主要成分加入Cu 0.30-0.70%,Ni 0.03-0.07%,Cr 0.03-0.07%,余量为Fe和不可避免的杂质; 或上述主要成分加上0.001-0.012%的B,0.30-0.70%的Cu,0.03-0.07%的Ni,0.03-0.07%的Cr,余量的Fe和不可避免的杂质。

    SYSTEM AND METHOD FOR PREDICTING SURGERY PROGRESS STAGE
    7.
    发明申请
    SYSTEM AND METHOD FOR PREDICTING SURGERY PROGRESS STAGE 审中-公开
    用于预测手术进展阶段的系统和方法

    公开(公告)号:US20140012793A1

    公开(公告)日:2014-01-09

    申请号:US13749073

    申请日:2013-01-24

    Abstract: System and method for predicting a surgery progress stage according to the present disclosure sense a surgery motion pattern according to a surgery motion, store surgery stage information according to the kind of surgery and pattern information of major surgery motions of each surgery stage, determine a present surgery motion pattern corresponding to the sensed surgery motion pattern from the surgery motion pattern information stored in the data storing unit, and predict a surgery stage corresponding to the determined present surgery motion pattern based on the surgery stage information stored in the data storing unit.

    Abstract translation: 根据本发明的用于预测手术进展阶段的系统和方法根据手术运动感知手术运动模式,根据手术种类存储手术阶段信息和每个手术阶段的大手术运动的模式信息,确定目前 根据存储在数据存储单元中的手术运动模式信息对应于感测到的手术运动模式的手术运动模式,并且基于存储在数据存储单元中的手术阶段信息来预测与所确定的当前手术运动模式相对应的手术阶段。

    Seismic load transmitting system based on impact mechanism for multi-span continuous bridges
    8.
    发明授权
    Seismic load transmitting system based on impact mechanism for multi-span continuous bridges 有权
    基于多跨连续桥梁冲击机构的地震荷载传输系统

    公开(公告)号:US06499170B2

    公开(公告)日:2002-12-31

    申请号:US09828726

    申请日:2001-04-09

    CPC classification number: E04H9/021 E01D19/02 E01D19/04

    Abstract: Disclosed is a seismic load transmitting system based on impact mechanism for a multi-span continuous bridge. There are impact assemblies connected to a superstructure of the bridge for colliding with movable support piers according to a longitudinal displacement of the superstructure of the bridge caused by a seismic load. The seismic load is transmitted from the superstructure of the bridge to the movable support piers. These are impact receiving assemblies installed in the movable support piers for receiving an impact force generated when the movable support piers become collided with the impact assemblies and transmitting the seismic load transferred from the superstructure of the bridge through the impact assemblies to the movable support piers. The seismic load generated in the superstructure of the bridge is transmitted not only to the fixed support piers but also to the moving support piers due to the collision between the impact assemblies and the impact receiving assemblies. The contact plate of the impact receiving assembly has a curved surface of a predetermined curvature.

    Abstract translation: 公开了一种基于多跨连续桥梁冲击机构的地震荷载传递系统。 根据由地震荷载造成的桥梁上部结构的纵向位移,连接有桥梁上部结构的碰撞组件与可移动支撑墩碰撞。 地震载荷从桥梁的上部结构传递到可移动支撑墩。 这些是安装在可移动支撑墩中的冲击接收组件,用于接收当可移动支撑墩与撞击组件碰撞时产生的冲击力,并将从桥梁的上部结构传递的地震载荷通过冲击组件传递到可移动支撑墩。 在桥梁的上部结构中产生的地震荷载不仅由于冲击组件和冲击接收组件之间的碰撞而传递到固定支撑墩,而且也传递到移动的支撑墩。 冲击接收组件的接触板具有预定曲率的曲面。

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