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基于BP神经网络模型的多层砖房震害预测方法
引用本文:汤皓,陈国兴,李方明.基于BP神经网络模型的多层砖房震害预测方法[J].地震工程与工程振动,2006,26(4):141-146.
作者姓名:汤皓  陈国兴  李方明
作者单位:南京工业大学,岩土工程研究所,江苏,南京,210009
基金项目:江苏省六大人材高峰项目(2006)
摘    要:针对传统的基于地震烈度的建筑物震害预测方法的不足,本文以地震动峰值加速度作为建筑物震害预测的地震动指标,结合几次大地震中多层砖房的震害实例,提出了一种基于BP神经网络模型的建筑物震害预测方法,模型的输入为反映结构抗震性能的各类物理参数,输出为给定地震动峰值加速度下建筑物破坏状态的概率。研究表明:基于BP网络模型的多层砖房的震害预测结果与震害实例的实际情况比较吻合,本文的思路和方法可推广于其他不同类型的建筑结构的震害预测。

关 键 词:多层砖房  震害预测  BP神经网络  地震动峰值加速度  结构易损性  易损性矩阵
文章编号:1000-1301(2006)04-0141-06
收稿时间:2005-11-20
修稿时间:2005-11-202006-03-08

Seismic damage prediction of multistory masonry buildings based on BP neural network model
Tang Hao,Chen Guoxing,Li Fangming.Seismic damage prediction of multistory masonry buildings based on BP neural network model[J].Earthquake Engineering and Engineering Vibration,2006,26(4):141-146.
Authors:Tang Hao  Chen Guoxing  Li Fangming
Abstract:The authors analyse the deficiencies of the traditional methods for predicting the seismic damage to multistory masonry buildings based on earthquake intensity and adopt the peak acceleration value as a ground motion index to predict the seismic damage to buildings,so a new predicting model based on BP neural network model is presented.Several seismic damage samples of multistory masonry buildings are induded.In this model,the input data are the structural physical parameters which can express the performance of the earthquake-resistance and the output results are the probabilities of the different failure status under different peak accelerations.The research shows that the prediction results are similar to the actual seismic damage to multistory masonry buildings by the BP neural network model and the analytic method and process discussed in this paper can also be applied to the seismic damage prediction of other structures with different forms.
Keywords:multistory masonry building  seismic damage prediction  BP neural network  ground motion peak acceleration  structure vulnerability  vulnerability matrix
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