利用自由场加速度记录预测土层和土坝参数

IF 0.5 Q4 ENGINEERING, GEOLOGICAL
Mourad A. Khellafi, Z. Harichane, H. Afra, A. Erken
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引用次数: 4

摘要

本文采用三种优化算法对加速度计记录进行反演分析,以确定土层和土坝参数。第一种是基于Levenberg-Marquart (L-M)梯度的方法,第二种是基于遗传算法(G-A)优化过程,第三种是结合两种搜索算法更高效地完成识别任务。通过识别多层土壤剖面的未知参数,研究了前两种算法的效率。然后,利用1999年8月17日Kocaeli地震期间阿达帕扎里市的实验数据,应用全球-局部混合方案识别土壤剖面特征并确定一些信息缺口。最后,利用1978年美国圣巴巴拉地震的地震动记录,将参数识别结果与布雷德伯里大坝的实验结果进行对比,验证了所提识别方法的适用性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Prediction of Parameters of Soil Stratums and Earthen Dams from Free Field Acceleration Records
This paper is dedicated to the identification of parameters of soil stratums and earthen dams from accelerometer records by inverse analysis using three kinds of optimization algorithms. The first one is the Levenberg-Marquart (L-M) gradient-based method, the second one is based on a genetic algorithm (G-A) optimization process, and the third one combines the two search algorithms to complete the identification task more efficiently. The efficiency of the two first algorithms is studied by identifying the unknown parameters of a multilayer soil profile. Then, the global -local hybrid scheme is applied to identify the soil profile characteristics and determine some information gaps using experimental data recorded within the Adapazari city during the Kocaeli earthquake of August 17, 1999. Finally, the applicability of the proposed identification procedure is verified through comparison of the parameter identification results and experimental ones at Bradbury dam by using ground motions records during the 1978 Santa Barbara earthquake (in USA).
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来源期刊
CiteScore
1.90
自引率
25.00%
发文量
11
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