The influences of prestress and rise-spanratio are analyzed.
分析了预应力和矢跨比的影响。
2
Onthis foundation, the best range of rise-spanratio of arch bridge which reachesits limitation span is discussed.
并以此为基础,就极限跨径下拱桥的最佳矢跨比范围进行讨论。
3
The influences of the load combination ratio, rise-spanratio, sag-span ratio and resistant variable variance on the reliable performance are discussed.