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大流量斜拉渡槽的合理跨度
引用本文:郝文秀,徐晓,王蕾,杜守军,王志彬,陈泽伦. 大流量斜拉渡槽的合理跨度[J]. 河北农业大学学报, 2002, 25(3): 106-109
作者姓名:郝文秀  徐晓  王蕾  杜守军  王志彬  陈泽伦
作者单位:河北农业大学城乡建设学院,河北保定,071001;河北省黄骅市城建局,河北黄骅,061000
摘    要:针对南水北调工程输水流量大的特点,提出了斜拉渡槽的布置方案,并利用ANSYS软件对渡槽的不同跨度进行了结构分析,在保证渡槽正常输水的前提下,得出了合理的斜拉渡槽跨度,为工程实践提供理论依据和指导建议。

关 键 词:大流量  斜拉渡槽  几何非线性  合理跨度  ANSYS
文章编号:1000-1573(2002)03-0106-04
修稿时间:2001-10-11

The fitting span of large discharge aqueduct-stayed
HAO Wen xiu ,XU Xiao ,Wang Lei ,DU Shou jun ,WANG Zhi bin ,CHEN Ze lun. The fitting span of large discharge aqueduct-stayed[J]. Journal of Agricultural University of Hebei, 2002, 25(3): 106-109
Authors:HAO Wen xiu   XU Xiao   Wang Lei   DU Shou jun   WANG Zhi bin   CHEN Ze lun
Affiliation:HAO Wen xiu 1,XU Xiao 1,Wang Lei 1,DU Shou jun 1,WANG Zhi bin 2,CHEN Ze lun 2
Abstract:Based on the characteristics of large discharge in south-to-north water transfer project,the project of aqueduct-stayed is given in this paper.The paper analyzses the structure on differ span by using ANSYS program,the fitting span of aqueduct-stayed is given in the end.Providing the theory and advice for engineering practice.
Keywords:large discharge  aqueduct-stayed  geometrically-nonlinear behavior  fitting span  ANSYS
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