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A new method for infill equivalent strut width

机译:一种填充等效支柱宽度的新方法

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Infills are as important members in structural design as beams, columns and braces. They have significant effect on structural behavior. Because of lots of variables in infills like material non-linear behavior, the interaction between frames and infill, etc., the infills performance during an earthquake is complicated, so have led designers do not consider the effect of infills in designing the structure. However, the experimental studies revealed that the infills have the remarkable effect on structure behavior. As if these effects ignored, it might occur soft-story phenomena, torsion or short-column effects on the structures. One simple and appropriate method for considering the infills effects in analyzing, is replacing the infills with diagonal compression strut with the same performance of real infill, instead of designing the whole infill. Because of too many uncertainties, codes and researchers gave many expressions that were not as the same as the others. The major intent of this paper is calculation the width of this diagonal strut, which has the most characteristics of infill. This paper by comprehensive on different parameters like the modulus of young or moment of inertia of columns presents a new formula for achieving the equivalent strut width. In fact, this new formula is extracted from about 60 FEM analyses models. It can be said that this formula is very efficient and accurate in estimating the equivalent strut width, considering the large number of effective parameters relative to similar relationships provided by other researchers. In most cases, the results are so close to the values obtained by the FEM. In this formula, the effect of out of plane buckling is neglected and this formula is used just in steel structures. Also, the thickness of infill panel, and the lateral force applied to frame are constant. In addition, this new formula is just for modeling the lateral stiffness. Obtaining the nearest response in analyzing is important to the designers, so this new formula can help them to reach more accurate response among a lot of experimental equations proposed by researchers.
机译:填充物是结构设计中的重要成员,作为梁,柱和牙套。它们对结构行为有重大影响。由于填充物的填充物中的许多变量,框架和填充物之间的相互作用等,地震期间的填充性能复杂,因此LED设计人员不考虑填充物在设计结构方面的效果。然而,实验研究表明,填充物对结构行为具有显着影响。好像这些效果忽略了,它可能会发生对结构的软故事现象,扭转或短柱效应。一种简单且适当的方法,用于考虑分析中的填充效果,正在用对角线压缩支柱替换具有相同实际填充性的填充物,而不是设计整个填充物。由于不确定因素太多,代码和研究人员给出了许多表达不像其他表达。本文的主要目的是计算该对角线支柱的宽度,其具有填充最多的特征。本文在不同参数上进行全面,如色谱柱惯性的年轻或时刻模量呈现了实现等效支柱宽度的新公式。事实上,这种新的公式是从大约60个有限元分析模型中提取的。可以说,在估计等效的支柱宽度时,该公式非常高效,准确,考虑到其他研究人员提供的类似关系的大量有效参数。在大多数情况下,结果如此接近由FEM获得的值。在该公式中,忽略了平面屈曲的效果,并且该配方仅用于钢结构。而且,填充面板的厚度和施加到框架的横向力是恒定的。此外,这个新的公式只是为了建模横向刚度。获得最近的分析响应对于设计人员来说是重要的,因此这种新的公式可以帮助他们在研究人员提出的许多实验方程之间达到更准确的响应。

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