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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

PURPOSE: A rigidity design technique of a multistory building is provided to re-obtain a wind load changed according to the modification of a model and design the rigidity of the multistory building in consideration of the wind load. CONSTITUTION: The model of a design target structure is designed(S1). Wind power data is acquired by a wind power experiment for the model(S2). Using the wind power data, the intensity and wind response of the model is acquired(S3). In case the intensity of the model is smaller than a reference intensity value, the intensity of the model is re-designed(S4). The wind response of a re-distributed model is acquired with the wind power data(S5). The wind response is greater than the wind response of the re-distributed model and a reference wind response value, the material quantity of the model is re-distributed(S6).
机译:目的:提供一种多层建筑物的刚度设计技术,以重新获得根据模型修改而变化的风荷载,并考虑风荷载来设计多层建筑物的刚度。构成:设计目标结构模型(S1)。通过模型的风能实验获取风能数据(S2)。使用风能数据获取模型的强度和风响应(S3)。如果模型的强度小于参考强度值,则重新设计模型的强度(S4)。利用风力数据获取重新分布模型的风力响应(S5)。风响应大于重新分配的模型的风响应和参考风响应值,重新分配模型的材料量(S6)。

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