首页> 外文期刊>日本建築学会构造系論文集 >TOTAL QUANTITY EXPRESSION-BASED DESIGN SENSITIVITY ANALYSIS OF ELASTIC-PLASTIC RESTORING-FORCE CHARACTERISTICS OF MULTI-PLANE FRAMES
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TOTAL QUANTITY EXPRESSION-BASED DESIGN SENSITIVITY ANALYSIS OF ELASTIC-PLASTIC RESTORING-FORCE CHARACTERISTICS OF MULTI-PLANE FRAMES

机译:基于全量表达的多平面框架弹塑性恢复力特性的灵敏度分析

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摘要

A method is proposed for expressing analytically a point on a story shear force-interstory drift curve(Q-D curve)in the elastic-plastic range fo a multi-plane building frame subjected to a set of static horizontal forces in terms of total quantities of nodal displacements and angees of nodal rotation. An incremental elastic-plastic response analysis need be done once to find the positions where plastic hinges are formed.A procedure has then been developed for deriving the sensitivities of the point on the Q-D curve with respect to the second moment of area of each member.Thsi sensitivity may be used in reduced model-frame inverse transformation.
机译:提出了一种以节点总数为单位,对多平面建筑框架在一组静水平力作用下的弹塑性范围内的层间剪力-层间漂移曲线(QD曲线)进行解析表示的方法。节点旋转的位移和愤怒。需要一次进行增量弹塑性响应分析,以找到形成塑料铰链的位置。然后开发了一种程序来推导QD曲线上该点相对于每个构件的第二矩的敏感度。该灵敏度可以用于减少的模型框架逆变换。

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