节点文献

深水桩墩结构振动台试验及地震响应预测分析

Experimental investigation of shaking table on pile-pier structure in deep water and prediction analysis of seismic response

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 柳春光孙国帅张士博韩亮

【Author】 LIU Chun-guang1,2,SUN Guo-shuai1,ZHANG Shi-bo1,HAN Liang1 1.Institute of Engineering Earthquake,Faculty of Infrastructure Engineering,Dalian University of Technology,Dalian 116024,China; 2.State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China

【机构】 大连理工大学建设工程学部工程抗震研究所大连理工大学 海岸和近海工程国家重点实验室

【摘要】 动力模型试验是研究桥梁结构抗震设计理论的重要方法,而神经网络技术对非线性系统具有很好的辨识和预测功能.为了分析地震动作用下动水压力对结构的影响及探索神经网络应用于地震响应预测分析的可能性,进行了水下桩墩结构振动台模型试验及其仿真预测,衡量了水下桩墩结构的地震响应和动力特性.首先,介绍了相似律的选取、模型制作、试验现象及试验结果分析;然后,基于神经网络的预测功能,对模型试件的地震响应进行预测,并与试验结果对比研究;最后,分析试验结果及预测误差.试验结果表明:结构周围水体的存在改变了结构的地震响应及动力特性;训练有素的神经网络模型可以作为一个有用的工具,用于结构的地震响应预测.

【Abstract】 The dynamic model test is an important method to research into seismic design theory of the bridge structure.The function of identification and prediction of neural network can be applied to nonlinear system effectively.In order to develop more advanced and reliable design procedures and explore the possibility of application of neural network to analysis and prediction of seismic response,investigation and prediction on shaking table model test of submerged pile-pier system,including pile-pier and the lumped mass,are conducted.Firstly,the similitude laws,model making,failure process and experimental results are introduced.Then,based on the function of prediction of neural network,the seismic response of model specimen is predicted and compared.Finally,the test results and prediction error are analyzed.The experimental results show that the dynamic characteristics and seismic response of the specimen can be changed because of the effect of water;the neural network can predict the seismic response accurately,and it can be used as an effective supplement for the experimental research.

【基金】 国家自然科学基金资助项目(51178079;重大项目90915011);“九七三”国家重点基础研究发展计划资助项目(2011CB013605-4)
  • 【文献出处】 大连理工大学学报 ,Journal of Dalian University of Technology , 编辑部邮箱 ,2013年01期
  • 【分类号】U442.55
  • 【被引频次】5
  • 【下载频次】176
节点文献中: 

本文链接的文献网络图示:

本文的引文网络