摘要
以尚志公铁立交桥修复为例,分析钢扁担梁法更换支座的基本原理和应用中的动态控制,讨论该项技术的缺陷之处及相应的改进措施。
Taken the flyover repair of Shangzhi public railway as an example, the fundamental principle of replacing supprot with steel carrying pole method and the dynamic control in application was analyzed. The defect of this technology and its corresponding improving measures are discussed.
出处
《辽宁科技大学学报》
CAS
2008年第3期319-322,326,共5页
Journal of University of Science and Technology Liaoning
关键词
钢扁担梁法
更换支座
动态控制
改进措施
steel carrying pole method
replacing support
dynamic control
improving measure