摘要
分析了桥梁结构常见的外界激励的特点,及桥梁结构对车辆振动、风致振动、地震振动等不同激励响应的因素,得出桥梁结构及不同激励后加向应的设计控制,跨度小刚度大的混凝土桥以抗振设计为主,跨度大刚度小的悬索桥以抗风振动为主的结论。
This paper discusses different types of outside excitations acted on bridge structures, such as the vehicle liberation, wind liberation, earthquake liberation and so on. We use the anti- liberation method to design the short- span and strong intensity stiffness concrete bridge, and the anti- wind liberation method for the long- span and weak intensity stiffness suspension bridge.
出处
《黄河水利职业技术学院学报》
2006年第3期32-33,共2页
Journal of Yellow River Conservancy Technical Institute
关键词
桥梁结构
外界激励
影响因素
bridge structure
dynamic excitation
factor