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Finite element analysis on the damage detection for RC frame beams by the Vibration Mode Slope Change Rate

机译:基于振动模态斜率变化率的钢筋混凝土框架梁损伤识别的有限元分析

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According to the mechanism of the relative change rate of mode shape(RD), a new damage identification quantity called the Vibration Mode Slope Change Rate(RD') is put forward. The new quantity is analyzed with the fundamental principles of function differential method. By means of SAP2000, Finite element analysis on the damage detection for two-span RC. frame beams is carried out, which are preset damages in edge support, mid span and the mid support, it can be seen that the misjudge is serious. The comparison analyses between RD and RD' indicate that RD' can effectively avoid the careless judges and misjudge in the damage identification of frame beams.
机译:根据模式形状相对变化率(RD)的机理,提出了一种新的损伤识别量,称为振动模式斜率变化率(RD')。用函数微分法的基本原理分析了新量。通过SAP2000,对两跨钢筋混凝土的损伤识别进行了有限元分析。进行框架梁,这是边缘支撑,中间跨度和中间支撑的预设损坏,可以看出错误判断是严重的。 RD与RD'的对比分析表明,RD'可以有效地避免对框架梁损伤识别的粗心判断和误判。

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