摘要
对几种"T"梁桥的计算结果进行统计分析,得到横隔板数量对主梁受力的影响规律,讨论了横隔板数量的合理值;通过桥梁空间三维有限元分析及桥梁简化分析的计算结果比较,还讨论了横隔板数量变化对简化分析结果的精度影响.
Based on the statistical analysis of the calculation results of kinds of Tbeams,the regulation of the numbers of diaphragm on the mainbeam behavior subjected to force is proposed, and the proper number of the diaphragm in the bridge design process is probed. In addition,the influence of the number of diaphragm on the precision of the simplified results is studied by comparing the analysis results between spatial threedimensional Finite Element Method and the method of simplified calculation.
出处
《兰州交通大学学报》
CAS
2004年第1期38-42,共5页
Journal of Lanzhou Jiaotong University
