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An evaluation of Guelduercek dam response during 6 June 2000 Orta earthquake

机译：2000年6月6日奥图地震期间对朱德鲁克坝反应的评价

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摘要

Guelduercek dam located in the central Anatolia was subjected to longitudinal cracks of not wider than 2 cm during 6 June 2000 Orta earthquake. In this study, a brief account of the 6 June 2000 Orta earthquake is given and the results of dynamic FEM analyses of the dam, incorporating the non-linear soil properties under six selected base motions, are presented. Of the six base motions used in the analyses, three have been modified from the European strong motion database having similar ground motion parameters with that of Orta earthquake; the other have been artificially generated using the same parameters. Pore pressure developed during shaking is also considered in the analyses carried out by the program TELDYN and the results are compared with those computed by QUAD4M without considering the excess pore pressures. It is found that New mark displacement analysis predicts the measured displacements after the earthquake in a reasonable accuracy.
机译：在2000年6月6日ORTA地震期间，位于安纳托利亚中部的纵向裂缝的纵向裂缝不超过2厘米。在本研究中，给出了2000年6月6日的概要陈述，并介绍了坝体的动态有限元分析的结果，掺入了六个选定的基础运动下的非线性土壤性能。在分析中使用的六种基础运动中，三个已经从欧洲强运动数据库修改了具有与Orta地震相似的地面运动参数的欧洲强运动数据库;另一个已经人工生成了相同的参数。在摇动期间产生的孔隙压力也考虑在程序Teldyn进行的分析中，并且将结果与通过Quad4M计算的结果进行比较，而不考虑过量的孔隙压力。发现新的标记位移分析以合理的准确性预测地震后的测量位移。

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