双联两铰拱涵墩台与顶拱联合作用的内力计算

The Hypogene Calculation of Combined Action of Double Hole Two Hinged Arch Culvert Pier and Top Arch

将双联两铰拱涵的墩台与拱顶视为一整体结构，考虑墩台与顶拱的协同效应，在文克尔假设基础上，根据力法原理提出了双联两铰拱涵整体结构内力计算的新方法。实例计算表明，本方法不仅揭示了拱顶破坏的机理，且使拱顶设计合理，墩台体积明显减小。

Regarding the double hole two hinged arch culvert pier and top arch as a massive structure,considering the synergetic effect and elastic formation of pier and top arch and based on Winkers Hypothesis,the paper puts forward the hypogene calculation of double hole two hinged arch culverts massive structure according to the principle of force method.The example and calculation show that the method in this paper not only reveals the arch fracfure mechanism but also a indicates reasonable design of arch crown and a smaller volume of pier.