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首页> 外文会议>Third International Conference on Earthquake Resistant Engineering Structures ERES Ⅲ, 3rd, Sep, 2001, Malaga >The review of strut and tie models suggested for exterior beam column connections
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The review of strut and tie models suggested for exterior beam column connections

机译：建议用于外部梁柱连接的支撑和拉杆模型

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摘要

Strut and Tie Models are widely recommended today in the design of the so called "D" regions as a practicable alternative to linear and nonlinear finite element models. This paper reviews the strut and tie models suggested for monotonically loaded exterior beam column connections in the literature, in the order of the date of recommendation. The authors compare Paulay, Ortiz and Vollum models in terms of their simplicity and ease of application, as well as the theoretical consistency and reliability of the models in predicting the failure loads (and shear strengths) and modes. Many parametric studies are carried out on the models.
机译：今天，广泛建议在所谓的“ D”区域设计中使用Strut和Tie模型作为线性和非线性有限元模型的可行替代方案。本文按推荐日期的顺序，对文献中为单调加载的外部梁柱连接建议的支撑和拉杆模型进行了回顾。作者比较了Paulay，Ortiz和Vollum模型的简单性和易用性，以及模型在预测破坏载荷（和剪切强度）和模式方面的理论一致性和可靠性。在模型上进行了许多参数研究。

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