摘要
国内已将钢砼组合梁的实践应用从建筑扩展到桥梁方面,本文就其栓钉连接件受静荷及动(疲劳)荷载的设计计算做了简要论述并附以计算实例.
It is the first time to build the bridges by composite construction of steel and concrete in Huai-yin over the Great Gannel and in shanghai over Yanggze River in China. The paper briefly described the calculation method of stud shear connectors in a steel-concrete composite bridge with the design exomple.
关键词
钢
混凝土
桥梁
栓钉
steel-concrete composite bridge
shear connector
Fatique loading
