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TALL BUILDING STRUCTURES UNIFIED PLANE PANELS BEHAVIOUR

机译：高层建筑结构统一的平面面板行为

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摘要

In this paper, it is shown that every plane panel, used to brace tall building structures, can be easily and generally approached through the use of the continuous medium technique. As is well known, the number of parameters needed to define any panel is very small, both in relation to its stiffness or behaviour characteristics, when acted upon by lateral wind forces. Initially, by deriving the governing differential equations of the panel behaviour, the equivalence is shown of the formal mathematical description, and hence of the structural behaviour, between a pair of shear walls associated by lintel beams and the plane association, by pinned horizontal bars, of one shear wall and one frame. In both cases, axial deformations due to axial forces on vertical members are taken into account Copyright
机译：在本文中，可以看出，通过支撑连续介质技术，可以轻松，普遍地使用用于支撑高层建筑结构的每块平板。众所周知，当受到侧向风力作用时，相对于其刚度或行为特性而言，定义任何面板所需的参数数量非常少。最初，通过推导面板行为的控制微分方程，可以表示形式数学描述的等价关系，也就是结构性行为的等价关系，该等价关系是在由associated石梁关联的一对剪力墙与平面关联以及固定的水平钢筋之间，一个剪力墙和一个框架。在这两种情况下，都考虑了由于垂直构件上的轴向力引起的轴向变形。

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