Load distribution in flat reciprocal structures

Laura Gonzalo Calderón, José Ramón Aira Zunzunegui
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Abstract

The elements in conventional structures are perfectly ranked, so that load transmission is logical and follows the usual structural orders. Nevertheless, in reciprocal structures each element has to support all of the others in a less intuitive pattern of load transmission. The purpose of this paper is to understand exactly how load is transmitted between elements, quantifying this analytically by developing a new method which is applicable to a flat structure composed of a basic unit with any number of nexors. It is based on determining the increase in load to which the members in a reciprocal structure are subjected by calculating the coefficient k, or “transference coefficient”. The k coefficient value, and therefore the load transferred between members, falls with the number of nexors, with the proximity of point loads to exterior supports, and with the size of the central space in the structure.
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平面互易结构中的荷载分布
传统结构中的构件是完美排列的,因此荷载传递是合乎逻辑的,并遵循通常的结构顺序。然而,在互易结构中,每个元件必须以一种不太直观的荷载传递模式支持所有其他元件。本文的目的是准确地了解荷载是如何在单元之间传递的,并通过开发一种适用于由具有任意数量相邻单元的基本单元组成的平面结构的新方法来定量分析。它是基于通过计算系数k或“传递系数”来确定互易结构中构件所承受的载荷的增加。k系数值,即构件之间传递的荷载,随着相邻节点的数量、点荷载与外部支撑的接近程度以及结构中中心空间的大小而下降。
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