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工程输入地震动持时的人工智能预测方法
引用本文:姚兰,李爽. 工程输入地震动持时的人工智能预测方法[J]. 哈尔滨工业大学学报, 2022, 54(4): 74-81
作者姓名:姚兰  李爽
作者单位:中国地震局地震工程与工程振动重点实验室中国地震局工程力学研究所,哈尔滨 150080 ;结构工程灾变与控制教育部重点实验室哈尔滨工业大学,哈尔滨 150090;结构工程灾变与控制教育部重点实验室哈尔滨工业大学,哈尔滨 150090 ;土木工程智能防灾减灾工业和信息化部重点实验室哈尔滨工业大学,哈尔滨 150090
基金项目:国家重点研发计划 (2017YFC1500604);中国地震局工程力学研究所基本科研业务费专项(2018D02);西藏自治区重点研发与转化计划项目(XZ201801-GB-07)
摘    要:为提高结构地震反应分析的计算效率,可以仅将决定结构地震反应大小的地震动强烈震动段作为输入,因此研究对应于强烈震动段的持时预测方法具有意义.本文以地震动截取前后结构最大位移反应保持不变为标准,考虑结构进入塑性时导致的周期延长影响、高阶模态影响、估计结构屈服强度时存在不确定性的影响,提出了一种基于深度学习的地震动持时预测方...

关 键 词:地震动持时  时程分析  计算效率  深度学习  最大位移反应
收稿时间:2021-08-26

Prediction of earthquake ground motion duration based on artificial intelligence method
YAO Lan,LI Shuang. Prediction of earthquake ground motion duration based on artificial intelligence method[J]. Journal of Harbin Institute of Technology, 2022, 54(4): 74-81
Authors:YAO Lan  LI Shuang
Affiliation:Key Lab of Earthquake Engineering and Engineering Vibration of China Earthquake Administration Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China ;Key Lab of Structures Dynamic Behavior and Control Harbin Institute of Technology, Ministry of Education, Harbin 150090, China; Key Lab of Structures Dynamic Behavior and Control Harbin Institute of Technology, Ministry of Education, Harbin 150090, China ;Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters Harbin Institute of Technology, Ministry of Industry and Information Technology, Harbin 150090, China
Abstract:To improve the calculation efficiency of structural seismic response analysis, the segment of strong ground motion can be used as the only input because it determines the magnitude of structural responses. In this study, a deep-learning neural network for predicting ground motion duration was proposed. The criterion used in the method is that the maximum displacement of the structure remains unchanged before and after the ground motion truncation, and the method considers the influences of period elongation, high order modes, and the uncertainty in estimating the structural yield strength. The deep-learning method can provide prediction results of ground motion duration with different structural periods. Taking parameters of ground motion and structure as the input features, the deep-learning model used 80 280 samples for training and prediction, and was applied to analyze the maximum story drift ratios of 4-story and 16-story frames respectively. The results were compared with the errors obtained from the widely used methods (95% Arias duration and 75% Arias duration). Results show that the proposed method and the 95% Arias duration method both performed well for the 4-story frame, but the calculation error of the 95% Arias duration method was larger for the 16-story frame; the errors of the 75% Arias duration method for 4-story and 16-story frames were much larger compared with the proposed method. The proposed prediction method of ground motion duration based on artificial intelligence is expected to improve calculation efficiency, reduce error, and widen the application scope.
Keywords:ground motion duration   time history analysis   calculation efficiency   deep learning   maximum displacement
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