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首页> 外文期刊>The Structural Design of Tall and Special Buildings >Special Vm Link Element For Modeling Of Shear-flexural Interaction In Frames
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Special Vm Link Element For Modeling Of Shear-flexural Interaction In Frames

机译:特殊的Vm链接元素,用于建模框架中的剪切-弯曲相互作用

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摘要

In the special zones of frame elements, which are used for seismic energy dissipation, inelastic interaction among the internal forces needs to be considered more precisely. This paper describes a special element called a VM link element for modeling the shear-flexural interaction in the inelastic zones of beam elements. The element may be used in the any inelastic location of frames subjected to the monotonic or cyclic loadings. The inelastic shear and flexural deformations are considered by using the multi-surfaces plasticity concept with dissimilar yield surfaces. A new kinematic hardening and new non-associated flow rules are introduced for definition of the plastic deformations and managing the yield surfaces translations, respectively. The special VM link element is examined for some shear links, and it is shown that the proposed model predictions are in good agreement with existing test results. An eccentrically braced steel frame (EBF), subjected to a strong ground motion, is modeled by using the beam and the proposed VM link elements, and shear-flexural interaction is investigated.
机译:在用于地震能量消散的框架单元的特殊区域中,需要更精确地考虑内力之间的非弹性相互作用。本文描述了一种称为VM链接元素的特殊元素,用于对梁单元非弹性区域中的剪切挠曲相互作用进行建模。该单元可用于承受单调或循环载荷的框架的任何非弹性位置。通过使用具有不同屈服面的多表面塑性概念来考虑非弹性剪切和挠曲变形。引入了新的运动硬化和新的非关联流动规则,分别用于定义塑性变形和管理屈服面平移。对特殊的VM链环单元进行了一些剪力链环的检查,结果表明所提出的模型预测与现有的测试结果非常吻合。利用梁和所提出的VM连杆单元,对承受强地面运动的偏心支撑钢框架(EBF)进行建模,并研究了剪切-挠曲相互作用。

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