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METHOD AND SYSTEM FOR EVALUATING LEVEL OF DAMAGE TO RC MEMBER

机译:评估RC构件损伤程度的方法和系统

摘要

PROBLEM TO BE SOLVED: To efficiently evaluate a level of damage without visual observation of a column.;SOLUTION: A system 1 for evaluating the level of damage includes peak sensors 2a, 2b and 2c, and a computation section 3 which performs the computation of measurement data from the peak sensors. The computation section 3 includes: a member angle computing section 6 which determines a maximum response member angle θ from the measurement data from the peak sensors; a conversion section 7 which converts the maximum response member angle to an elastic response displacement δ using elastoplastic characteristics including an equivalent natural period Teq of a rigid frame viaduct 4; a response characteristic computing section 8 which determines the elastic response characteristics of a structure group 21 using the equivalent natural period Teq and the elastic response displacement δ; an elastic response computing section 9 which computes the elastic response displacement by applying the equivalent natural period Teq of the rigid frame viaduct 4 as a non-measurement object to the elastic response characteristics of the structure group 21; and an inverse conversion section 10 which converts the elastic response displacement to the maximum response member angle.;COPYRIGHT: (C)2010,JPO&INPIT
机译:解决的问题:在没有肉眼观察色谱柱的情况下有效地评估损伤程度;解决方案:评估损伤程度的系统1包括峰值传感器2a,2b和2c,以及计算部分3,用于计算来自峰值传感器的测量数据。计算部分3包括:成员角计算部分6,其确定最大响应成员角θ。根据峰值传感器的测量数据;转换部7将最大响应构件角度转换为弹性响应位移δ。利用包括刚性框架高架桥4的等效自然周期T eq 的弹塑性特性;响应特性计算部分8,利用等效自然周期T eq 和弹性响应位移δ确定结构组21的弹性响应特性。弹性响应计算部分9,通过将作为非测量对象的刚性框架高架桥4的等效自然周期T eq 应用于结构组21的弹性响应特性来计算弹性响应位移;逆转换部10,将弹性响应位移转换为最大响应构件角度。版权所有:(C)2010,日本特许厅

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