Structural Reliability Analysis of Arch Bridges Based on Neural Network

摘要：

The uniform design method is adopted in selecting the training samples of neural network, and a method to calculate the reliability based on it has been brought forward. The calculation of the reliability of concrete-filled steel tubular arch bridge is achieved with Jiefang Bridge in Guangzhou, as the engineering background.

关键词： uniform design neural network concrete-filled steel tubular arch bridge reliability

作者: Xiaolin Yu Quansheng Yan Bingqiu Li

作者单位: School of Civil Engineering and Transportation South China University of Technology Guangzhou, P.R. China

会议类型: 国际会议

会议名称: The 10th International Conference on Intelligent Technologies(第十届智慧科技国际会议 InTech09)

会议地点: 桂林

会议语种:英文

页码: 592-597

在线出版日期: 2009-12-12（万方平台首次上网日期，不代表论文的发表时间）