摘要
建立稳定型悬索桥的受力模型,并且计算该桥在不同车辆移动荷载作用下的位移响应。并且对计算结果进行了一定分析。
The main contents include the establishment of a finite element model of the table type suspendedbridge, and the calculated displacement responses in different conditions. About the results, the author the representative nodes＇displacements are analyzed.
出处
《科学技术与工程》
2008年第7期1914-1916,共3页
Science Technology and Engineering
