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

基于神经网络的部分预应力混凝土梁荷载-裂缝模型研究
引用本文:吴大宏,赵人达.基于神经网络的部分预应力混凝土梁荷载-裂缝模型研究[J].西南交通大学学报,2002,37(3):231-235.
作者姓名:吴大宏  赵人达
作者单位:西南交通大学土木工程学院,四川,成都,610031
摘    要:混凝土结构裂缝形成和发展的过程十分复杂,具有一定的随机性,难于用常规的方法进行建模。应用神经网络较强的函数映射能力和联想、记忆功能,对部分预应力混凝土梁的荷载-裂缝关系进行建模,通过试验数据进行验证,效果良好,证明应用神经网络来对部分预应力混凝土梁的荷载-裂缝关系进行建模是可行的。

关 键 词:荷载-裂缝模型  神经网络  建模  部分预应力混凝土梁  弯曲裂缝  混凝土桥梁  裂缝原因
文章编号:0258-2724(2002)03-0231-05

The Load and Crack Width Model for Partially Prestressed Concrete Beams Based on Neural Network
WU Da hong,ZHAO Ren da.The Load and Crack Width Model for Partially Prestressed Concrete Beams Based on Neural Network[J].Journal of Southwest Jiaotong University,2002,37(3):231-235.
Authors:WU Da hong  ZHAO Ren da
Abstract:The initiation and propagation of cracks in concrete structure are very complex and to some extent, and it is difficult to model it in a regular way. A model based on neural network, which is good at association and generalization, is proposed to study the relationship between the crack width and the applied load in partially prestressed concrete beams. The model is verified by some test results with satisfaction.
Keywords:neural networks  prestressed concrete beams  modeling
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