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STIFFNESS DESIGN METHOD FOR HIGH-RISE BUILDING USING WIND LOAD REDUCE BY DYNAMIC CHARACTERISTICS

机译:动态特性降低风荷载的高层建筑刚度设计方法

摘要

The rigid design technique of high-rise buildings using wind loads changed due to the dynamic characteristics of the model changes in steps S1 for designing the model of the structure to be designed, S2 for acquiring wind data through wind experiments on the model, and in S2. In step S3 of acquiring the model's strength and wind response using the obtained wind data, and if the model's strength is smaller than the reference strength value in step S3, the model's strength is redesigned and the wind response of the model is the reference wind response. If greater than the value, wind response and reference wind response values of step S4 for redistributing the quantity of the model, wind response of the model redistributed in step S4 through wind data obtained in step S2, and step S5 If larger, the step S6 of redistributing the quantity of the model and the wind response of the redistributed model using the wind data of step S2 and the wind response of the model obtained in step S7 A step S8 is compared with the reference wind response value.;Model, Dynamic Characteristics, Wind Load, High Rise Building, Stiffness Design
机译:由于模型动态特性的变化,使用风荷载的高层建筑的刚性设计技术在以下步骤中进行了更改:在步骤S1中设计要设计的结构模型,在步骤S2中通过对模型进行风能实验获取风数据, S2。在使用获得的风数据获取模型的强度和风响应的步骤S3中,如果在步骤S3中模型的强度小于参考强度值,则重新设计模型的强度,并且模型的风响应为参考风响应。如果大于用于重新分配模型量的步骤S4的风响应值和参考风响应值,则通过在步骤S2中获得的风数据在步骤S4中重新分配模型的风响应,如果大于,则执行步骤S6步骤S2的风数据和在步骤S7中获得的模型的风响应,将模型的数量和再分布的模型的风响应进行重新分布的比较将步骤S8与参考风响应值进行比较。 ,风荷载,高层建筑,刚度设计

著录项

  • 公开/公告号KR101081939B1

    专利类型

  • 公开/公告日2011-11-09

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20090134110

  • 申请日2009-12-30

  • 分类号G06F17/50;G06F19;

  • 国家 KR

  • 入库时间 2022-08-21 17:49:29

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