高速铁路技术
高速鐵路技術
고속철로기술
HIGH SPEED RAILWAY TECHNOLOGY
2014年
6期
15-20
,共6页
斜拉桥%斜拉索%锚固系统%几何计算%垂度效应
斜拉橋%斜拉索%錨固繫統%幾何計算%垂度效應
사랍교%사랍색%묘고계통%궤하계산%수도효응
cable-stayed bridge%stay cable%anchor system%geometry calculation%the sag effects
斜拉桥的拉索及锚固系统是结构受力的关键部位,其几何参数也是设计需要精细化计算的重要内容。文章综合考虑斜拉索的垂度效应、空间索面、各种类型的锚固系统,采用一种迭代算法求解斜拉索索长、斜拉索在塔梁两端的空间角度等几何参数。通过这一工作保证实际结构的受力与计算模型一致,保证斜拉索索长的计算正确、斜拉索锚固系统的受力合理以及斜拉索导管的位置准确。算例中分别采用文中推荐的算法及假定斜拉索为直线的方法分别进行几何参数的计算。通过对比分析,两者差距明显,所以采用更高精度的算法来求解大跨度斜拉桥拉索及锚固系统的几何参数是非常有意义的。
斜拉橋的拉索及錨固繫統是結構受力的關鍵部位,其幾何參數也是設計需要精細化計算的重要內容。文章綜閤攷慮斜拉索的垂度效應、空間索麵、各種類型的錨固繫統,採用一種迭代算法求解斜拉索索長、斜拉索在塔樑兩耑的空間角度等幾何參數。通過這一工作保證實際結構的受力與計算模型一緻,保證斜拉索索長的計算正確、斜拉索錨固繫統的受力閤理以及斜拉索導管的位置準確。算例中分彆採用文中推薦的算法及假定斜拉索為直線的方法分彆進行幾何參數的計算。通過對比分析,兩者差距明顯,所以採用更高精度的算法來求解大跨度斜拉橋拉索及錨固繫統的幾何參數是非常有意義的。
사랍교적랍색급묘고계통시결구수력적관건부위,기궤하삼수야시설계수요정세화계산적중요내용。문장종합고필사랍색적수도효응、공간색면、각충류형적묘고계통,채용일충질대산법구해사랍색색장、사랍색재탑량량단적공간각도등궤하삼수。통과저일공작보증실제결구적수력여계산모형일치,보증사랍색색장적계산정학、사랍색묘고계통적수력합리이급사랍색도관적위치준학。산례중분별채용문중추천적산법급가정사랍색위직선적방법분별진행궤하삼수적계산。통과대비분석,량자차거명현,소이채용경고정도적산법래구해대과도사랍교랍색급묘고계통적궤하삼수시비상유의의적。
The stay cable and anchor system are key parts of cable-stayed bridge,and their geometry calculations are also important content of delicacy design. This article discusses an iterative algorithm to calculate the cable lengeh, the cable’s space angle in the cable ends and so on by consdering the sag effects of cable, the spatial cable and various types of anchor system. This work can guarantee the actual structure more similar to the calculation model, it can also ensure that the cable length calculations are correct, the structures of anchor system are rational and the positions of the cable condult are correct. In the example, geometry parameters are calculated with two methods,one is the method in this re-search,the other is a method that the cable’s shape is assumed as a line. The difference is significant by comparing the result of the above methods,so it is meaningful to calculate the geometry parameters of stay cable and anchor system by a high precision algorithm.