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桩基极限承载力与沉降量的神经网络预测
引用本文:王祥秋,高文华,杨林德.桩基极限承载力与沉降量的神经网络预测[J].建筑科学,2003,19(1):58-60.
作者姓名:王祥秋  高文华  杨林德
作者单位:1. 湘潭工学院,土木系,湘潭,411201;同济大学,地下系,上海,200092
2. 湘潭工学院,土木系,湘潭,411201
3. 同济大学,地下系,上海,200092
摘    要:利用BP神经网络较强的高次非一性映射能力和学习功能,建立了基于人工神经网络的单桩极限承载力与沉降量的预测模型。该模型依据现场实测资料建模,避免了计算过程中各种人为因素的影响。通过静载荷试验成果的学习与预测检验,证明其预测精度良好、适用性强,具有较大的工程实用价值。

关 键 词:人工神经网络  预测模型  单桩极限承载力  沉降量
文章编号:1002-8528(2003)01-0058-03

The Neural Network Prediction Model for the Ultimate Bearing Capacity and Settlement of Piles
WANG Xiang-qiu,GAO Wen-hua,YANG Lin-de.The Neural Network Prediction Model for the Ultimate Bearing Capacity and Settlement of Piles[J].Building Science,2003,19(1):58-60.
Authors:WANG Xiang-qiu    GAO Wen-hua  YANG Lin-de
Affiliation:WANG Xiang-qiu1,2,GAO Wen-hua1,YANG Lin-de 2
Abstract:By use of the stronger nonlinear mapping and learning a bility of the back propagation neural network , a new model based on this neural network to predict the ultimate bearing capacity and settlement of a single pil e has been presented in this paper, since the model is directly based on in-situ test data, it can avoid the errors due to the artificial factor . By learning and Predicting test of the experimental results of the static local it has prov ed a good predicting accuracy , so it could be used widely in practical engineer ing.
Keywords:artificial neural network  prediction model  ultimate bearing capacity of single pile  settlement
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