摘要
对某座特大跨径斜拉桥的索力进行索力测试,并与几次历史记录进行比较,分析结果表明,该斜拉索的受力性能良好。
The cable force test of a large span cable-stayed bridge is made,and a number of historical records are compared with this test result.The analysis results show that the mechanical behavior of the slayed cable is good.
出处
《水利与建筑工程学报》
2009年第4期146-147,共2页
Journal of Water Resources and Architectural Engineering
关键词
斜拉桥
索力测试
基频法
cable-stayed bridge
cable test
frequency-based method
