首页 | 本学科首页   官方微博 | 高级检索  
     检索      

基于灰关联与人工神经网络综合评价模型的多层砖房震害预测
引用本文:汤皓,陈国兴.基于灰关联与人工神经网络综合评价模型的多层砖房震害预测[J].世界地震工程,2006,22(4):133-139.
作者姓名:汤皓  陈国兴
作者单位:南京工业大学,岩土工程研究所,江苏,南京,210009
摘    要:结合几次大地震中多层砖房的实际震害资料,基于灰关联识别方法,解析了各影响因子对多层砖房抗震性能的影响程度。以反映结构抗震性能的各类物理参数作为输入数据,以给定地震动峰值加速度下建筑物破坏状态的概率作为输出数据,采用8-6-5层结构,建立了基于BP人工神经网络的非线性模型,并对震害样本进行了训练。结果表明:利用灰关联分析,可得出各因子对多层砖房抗震性能影响程度的大小排序,有利于实际的工程抗震设计;基于BP人工神经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,其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:灰关联分析  BP人工神经网络  多层砖房  震害预测  地震动峰值加速度
文章编号:1007-6069(2006)04-0133-07
收稿时间:2006-04-19
修稿时间:2006-07-15

Forecasting seismic damage of multistory masonry building based on grey relation and artificial neural network model
TANG Hao,CHEN Guo-xing.Forecasting seismic damage of multistory masonry building based on grey relation and artificial neural network model[J].World Information On Earthquake Engineering,2006,22(4):133-139.
Authors:TANG Hao  CHEN Guo-xing
Institution:Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009, China
Abstract:Based on the seismic damage samples of multistory masonry buildings in several strong earthquakes,the factors that affect the performance of the earthquake-resistance are analyzed.And these seismic damage samples are trained by BP artificial neural network model which adopts 8-6-5 framework.The research shows that: to some extent effect of the factors on the earthquake-resistance performance of the buildings can be obtained by grey relation analysis,and it can be applied the earthquake-resistance design of actual engineering;the prediced results are agreed with to the actual seismic damage of multistory masonry buildings by the grey relation and BP neural network model.The analytic method and process discussed in this paper can also be applied to the seismic damage prediction of the other structures with different forms.
Keywords:grey relation analysis  BP neural network  multistory masonry building  seismic damage prediction  ground motion peak acceleration
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号