摘要
利用最小二乘法进行绥芬河斜拉桥施工参数识别和误差调整,并通过工程实例验证了其在斜拉桥悬臂施工过程中的有效性。
A method applied least square method in discerning construction parameters of Suifenhe cable-stayed bridge and adjusting construction errors was introduced, which was proved to be efficient in the cantilever placing construction of cable-stayed bridge through its application in a real engineering project.
出处
《森林工程》
2005年第5期33-35,共3页
Forest Engineering
关键词
斜拉桥
施工控制
误差调整
最小二乘法
cable-stayed bridge
construction control
error adjustment
least square method
