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Yield link for providing increased ductility, redundancy, and hysteretic damping in structural bracing systems

机译:屈服连杆可在结构支撑系统中提供更大的延展性,冗余度和滞后阻尼

摘要

A yield link connection for use in bracing structures against lateral loads, the connection comprising a first structural member fixed to a base or foundation, and to which a yield link is connected. The yield link connects the first structural member to the structure in need of bracing. The yield link is created by cutting out a portion of material from a standard rolled steel structural section. The shape and dimensions of the cutout are designed so that the remaining elements of the yield link become separate bending elements. These separate elements behave as fixed-fixed members with predictable yielding, creating four plastic hinge zones around the cutout. High hysteretic damping is achieved through designing the cutout so yielding occurs in a large amount of the steel volume remaining adjacent to the cutout. The cutout is further designed so that yielding occurs in the yield link before it occurs in the first structural member. Clearance is provided between the first structural member and the yield link to limit relative movement between the members to a predetermined amount. Should the yield link need to be replaced after an episodic event, removal of the damaged yield link is easy compared to prior art.
机译:用于支撑结构以抵抗侧向载荷的屈服连杆连接件,该连接件包括固定到基座或基础上的第一结构构件,屈服连杆连接到该第一结构件上。屈服连杆将第一结构构件连接到需要支撑的结构。通过从标准轧制钢结构截面中切出一部分材料来创建屈服链接。切口的形状和尺寸经过设计,以使屈服连杆的其余元件成为单独的弯曲元件。这些单独的元素充当可预测屈服的固定构件,从而在切口周围形成四个塑料铰链区域。通过设计切口可以实现高滞后阻尼,因此在切口附近保留的大量钢体积中会发生屈服。切口被进一步设计成使得屈服在第一结构构件中发生之前在屈服链中发生。在第一结构构件和屈服连杆之间提供间隙以将构件之间的相对运动限制到预定量。如果在偶发事件之后需要更换屈服连杆,则与现有技术相比,容易移除损坏的屈服连杆。

著录项

  • 公开/公告号US9441360B2

    专利类型

  • 公开/公告日2016-09-13

    原文格式PDF

  • 申请/专利权人 THOR MATTESON;

    申请/专利号US201514607680

  • 发明设计人 THOR MATTESON;

    申请日2015-01-28

  • 分类号E04C3;E04B1/41;E04C3/32;E04C3/04;E04B1/24;

  • 国家 US

  • 入库时间 2022-08-21 14:33:12

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