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DYNAMIC PROPERTIES OF A LARGE ARCH DAM AFTER FORTY-FOUR YEARS OF COMPLETION

机译:四十四年后大型拱坝的动力特性

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To evaluate seismic safety of an aged concrete arch dam, present dynamic properties have been continuously measured by ambient vibration test for more than one year, which are employed for calibrating a finite element model of the dam-foundation rock-reservoir water interaction system, as well as for collecting the fundamental data about vibration test based structural health monitoring. Hitotsuse arch dam, treated in this paper, was completed in 1963 (aged 44 years), and its height is 130m. To obtain the present dynamic properties, two kinds of ambient vibration test are conducted: one is the high-density vibration array test to obtain mode shapes of the dam. The other is the long-term continuous vibration-measuring test to evaluate the seasonal changes of the natural frequencies. In this paper, we mainly show test results on identification of the lowest three mode shapes, and seasonal changes of the natural frequencies, and discuss on the seasonal changes of the natural frequencies mainly ruled by the reservoir water level, and the comparison between the results from the present ambient vibration test and past forced vibration test and earthquake records.
机译:为了评估老化的混凝土拱坝的地震安全性,已经通过环境振动测试连续测量了一年多的当前动力特性,这些动力特性用于校准坝基岩-水库水相互作用系统的有限元模型,如下所示:以及收集有关基于振动测试的结构健康监测的基本数据。本文所处理的Hitotsuse拱坝于1963年完工(年龄44年),其高度为130m。为了获得当前的动力特性,进行了两种环境振动测试:一种是高密度振动阵列测试,以获取坝的振型。另一个是长期连续振动测试,以评估自然频率的季节性变化。在本文中,我们主要展示了识别最低的三种模式形状以及自然频率的季节变化的测试结果,并讨论了主要受水库水位支配的自然频率的季节变化,以及这些结果之间的比较。根据目前的环境振动测试以及过去的强制振动测试和地震记录。

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