摘要
本文用电测法对独塔斜拉桥的桥塔锚固区、索管及钢梁锚固区在静、动态不同工况下的应变和应力进行了测量和分析,并利用高速数据采集系统和快速付里叶变换(简称FFT)对动载工况下的应变───时间响应信号进行了频谱分析,为优化工程设计和桥的合理使用提供了可靠的参考依据。
Strain measurement and stress analysis are carried out in the tower anchor range,cable pipes and steel born anchor-range of a single tower cable-stayed bridge undervarious static and dynamic conditions.The frequency analysis of strain-time response signals isPerformed with a fast sampling system and fast Fourier transform.These resultS provide arelisble basis for optimum design and rational use of the bridge.
出处
《实验力学》
CSCD
北大核心
1996年第2期196-204,共9页
Journal of Experimental Mechanics
关键词
斜拉桥
电测法
频谱分析
cable-stayed bridge,strain gauge technique,frequency analysis,fast Fourier transform.