节点文献
斜拉桥模型试验研究
STUDY OF MODED TEST OF CABLE-STAYED BRIDGE
【摘要】 本文为一斜拉桥模型动力和静力试验的总结。测试了模型沿三个主轴向的14个自振频率及相应振型,分析了斜拉桥的振动特点和抗震能力。完成了在横向和竖向各种不同荷载下挠度和应变的测量,表明结构有足够的横向和竖向刚度。
【Abstract】 This paper summarizes the results of static and dynamic model test of a Cable-Stayed bridge, and analyses the properties of the natural vibration and anti- seismic ability of the structure.14 natural frequencies and vibration modes of the model along the lines of 3 main coordinate axes in the dynamic experiment, and the deflection and strains of the structure under different normal and transverse loads in the static experiment have been measured.The result shows that there is enough transversal and normal stiffness in the structure
- 【文献出处】 华南地震 ,South China Journal of Seismology , 编辑部邮箱 ,1987年02期
- 【被引频次】3
- 【下载频次】55