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Analysis of Storey Damage Effect Factors of SRC frame-RC Core Tube Hybrid Structure under Cyclic Loading

机译:循环载荷下SRC框架RC核心管杂合结构的岩石损伤效应因子分析

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Based on the general finite-element software ABAQUS, the FE model of 30-story SRC frame-RC core tube hybrid structure is built up. The maximum story drift angle of the structure under cyclic loading can effectively characterize the changes in storey damage. With the new achievements on damage effect factors, the relation between storey damage and component damage of various types and influence of the main design parameters on the storey damage law are analyzed. It is found that storey damage degree is more serious with the increase of stiffness character value and shear wall depth-thickness ratio, but the effects of both of them are gradually weakened and the change range of it is really small. Research will provide theoretical support on the building of hybrid structure damage model under earthquake excitation.
机译:基于ABAQUS的一般有限元软件,建立了30层SRC框架RC芯管混合结构的FE模型。循环负载下结构的最大故事漂移角可以有效地表征岩石损坏的变化。随着损伤效应因素的新成就,分析了岩石损坏与各种类型的部件损坏的关系,以及岩石损伤法的主要设计参数的影响。结果发现,随着刚度特征值和剪切墙深厚厚度的增加,楼层损坏程度更严重,但它们两者的效果逐渐减弱,并且它的变化范围非常小。研究将在地震励磁下提供对混合结构损伤模型建设的理论支持。

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