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Wind load corresponding die earthquake-proof construction and wind load corresponding die earthquake-proof building

机译:风荷载对应的模具抗震结构和风荷载对应的模具抗震结构

摘要

PURPOSE: To reduce responses of a building against earthquakes, by making effective the rigidity of the rigidity element of wind load only within true range exceeding toe interlayer deformation corresponding to a gap. ;CONSTITUTION: Braces 3 as a rigidity element of wind load are arranged to form an X-shaped structure in a structure composed of posts 1 and beams 2 and a specified gap is provided by use of loose holes 4 at the connection part with the structure. Any shearing forces are not brought in the rigidity elements of wind load until the deformation corresponding to the gap and the rigidity as a rigidity element of wind load becomes effective when deforming. In the case of a smaller force than the interlayer deformation corresponding to the gap, only the structure resists against the story shear force and the rigidity element of wind load does not substantially resist. Design against earthquake loads is executed in this range and the responses on earthquaking can be lessened. When the interlayer deformation exceeds that corresponding to the gap, the rigidity of the rigidity element of wind load is added to the rigidity of the structure. The design is executed so that the stress in the structure in this range is smaller than the allowable stress.;COPYRIGHT: (C)1995,JPO
机译:目的:通过使风荷载刚度元素的刚度仅在超出对应于间隙的趾间夹层变形的真实范围内有效,以减少建筑物对地震的反应。 ;构成:作为风荷载刚性元件的支撑架3布置成在由立柱1和横梁2组成的结构中形成X形结构,并且在与该结构的连接部分使用松动孔4提供了指定的间隙。直到与间隙相对应的变形和作为风荷载刚度的刚度在变形时生效,才将剪切力引入风荷载的刚度中。在力小于对应于间隙的层间变形的情况下,仅结构抵抗层间剪切力,而风荷载的刚度基本不抵抗。在此范围内执行抗地震载荷的设计,可以减少地震的响应。当层间变形超过对应于间隙的变形时,将风荷载的刚度要素的刚度加到结构的刚度上。执行设计以使该结构中的应力在此范围内小于允许的应力。;版权所有:(C)1995,JPO

著录项

  • 公开/公告号JP2991030B2

    专利类型

  • 公开/公告日1999-12-20

    原文格式PDF

  • 申请/专利权人 KAJIMA KENSETSU KK;

    申请/专利号JP19940069273

  • 发明设计人 KURINO HARUHIKO;NIWA NAOMIKI;

    申请日1994-04-07

  • 分类号E04H9/02;

  • 国家 JP

  • 入库时间 2022-08-22 01:57:56

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