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Effect of strain softening on the ultimate strength and stability of flexible frames.

机译:应变软化对柔性框架极限强度和稳定性的影响。

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摘要

The principal role of any structural connection is to transfer forces safely between the various components meeting at that joint. Therefore, it is important for these connections to provide adequate structural strength to resist the loads and possess the necessary ductility to deform as the structure resists the loads.; Local buckling or distortion of cross-section due to the complexities and irregularities in geometry of many types of connections of found to be a source of softening in the moment-rotation behavior of some kinds of connections and has an effect on the maximum load-carrying capacity of steel structures.; In this study, a computer program is developed for the analysis of flexibly jointed frames. The connections are represented by nonlinear spring elements at the ends of members. An elastic-plastic hinge plane frame analysis including the effect of nonlinear connection behavior is presented to predict the ultimate load-carrying capacity of steel frames with sufficient accuracy. Members between plastic hinges are assumed to behave elastically. The nonlinear moment-rotation behavior of the connection is represented by a four parameters Richard model. The main objective of this study is to investigate the effect of connections with a strain softening behavior on the ultimate strength and stability of flexible frames.; Further studies include the effect of connection flexibility on the drift of multi-story frames. The result of the analysis shows that the drift in multi-story frames can be reduced by increasing the stiffness of the connections used in the structure.; Numerical studies of frames made using the developed computer program are presented. Observations regarding the effects of flexible connections on the strength and deflection of steel framed structures are discussed. The proposed analyses considering flexible joints using Richard model to represent the connection behavior were found to be simple and accurate.
机译:任何结构连接的主要作用是在连接处的各个部件之间安全地传递力。因此,对于这些连接,重要的是要提供足够的结构强度以抵抗载荷,并具有必要的延展性,因为该结构抵抗了载荷。由于许多类型连接的几何形状的复杂性和不规则性而导致的局部屈曲或横截面变形,是某些类型连接的力矩旋转行为软化的来源,并且对最大承载力有影响钢结构的能力。在这项研究中,开发了用于分析柔性接缝框架的计算机程序。连接由构件末端的非线性弹簧元件表示。提出了包含非线性连接行为影响的弹塑性铰链平面框架分析,以足够准确地预测钢框架的最终承载能力。假定塑料铰链之间的构件具有弹性。连接的非线性力矩-旋转行为由四个参数的Richard模型表示。这项研究的主要目的是研究具有应变软化行为的连接对柔性框架的极限强度和稳定性的影响。进一步的研究包括连接灵活性对多层框架漂移的影响。分析结果表明,可以通过增加结构中使用的连接的刚度来减少多层框架中的漂移。提出了使用开发的计算机程序制作的框架的数值研究。讨论了有关挠性连接对钢框架结构强度和挠度影响的观察结果。所提出的考虑使用Richard模型来表示连接行为的挠性接头的分析被认为是简单而准确的。

著录项

  • 作者

    Almusallam, Tarek Homoud.;

  • 作者单位

    The University of Arizona.;

  • 授予单位 The University of Arizona.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 1991
  • 页码 195 p.
  • 总页数 195
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

  • 入库时间 2022-08-17 11:50:23

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