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Description of asymmetric hysteretic behavior based on the Bouc-Wen model and piecewise linear strength-degradation functions

机译:基于Bouc-Wen模型和分段线性强度退化函数的非对称磁滞行为描述

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The Bouc Wen model is one of the widely employed models in engineering for the description of hysteretic behavior. One of the major challenges in applying this model is how to describe the asymmetric hysteresis behavior. This paper first reviews previous models ranging from the original Bouc-Wen model to its several generalized models that have evolved. From a phenomenological perspective, this study combined the Bouc-Wen models with piecewise linear functions that can capture the hysteretic behavior with asymmetric strength degradation. The proposed model was verified on the basis of the cyclic seismic test results of welded steel moment connections with composite floor slabs.
机译:Bouc Wen模型是工程学中描述滞回行为的一种广泛使用的模型。应用此模型的主要挑战之一是如何描述非对称磁滞行为。本文首先回顾了以前的模型,从原始的Bouc-Wen模型到已经发展的几种通用模型。从现象学的角度来看,本研究将Bouc-Wen模型与分段线性函数结合在一起,该函数可以捕获具有不对称强度退化的滞后行为。该模型是根据钢制楼板用钢制弯矩节点的循环地震试验结果进行验证的。

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