首页 | 本学科首页   官方微博 | 高级检索  
     

大型多纵梁式钢筋混凝土渡槽结构受力试验研究
引用本文:赵顺波,胡志远,李晓克.大型多纵梁式钢筋混凝土渡槽结构受力试验研究[J].水力发电学报,1999(3):42-52.
作者姓名:赵顺波  胡志远  李晓克
作者单位:华北水利水电学院土木工程系,郑州,450045
基金项目:河南省水利厅南水北调中线工程建设研究经费资助
摘    要:本文介绍了南水北调中线工程河南段双洎河钢筋混凝土多纵梁渡槽结构的仿真模型试验研究情况,对钢筋混凝土渡槽结构仿真模型试验中材料性能的模拟、结构自重的模拟、支座性能的模拟及水荷载施加方法等关键技术问题以及渡槽超载试验方法进行了分析讨论,给出了主要试验结果,提出了需要进一步改进的结构设计建议。

关 键 词:钢筋混凝土,渡槽,仿真模型,试验研究

Experimental Investigation of Large Reinforced Concrete Aqueduct with Multi-longitudinal Beams
Zhao Shunbo,Hu Zhiyuan,Li Xiaoke.Experimental Investigation of Large Reinforced Concrete Aqueduct with Multi-longitudinal Beams[J].Journal of Hydroelectric Engineering,1999(3):42-52.
Authors:Zhao Shunbo  Hu Zhiyuan  Li Xiaoke
Abstract:The experimental investigation of large reinforced concrete aqueduct with multi-longitudinal beams in the Central Route Project of Water Transfer from South to North is described in this paper. Several key techniques such as the simulation of material properties, the simulation of structural weight, the loading method of water pressure, and the simulation of supports and the method of over load test have been discussed. The main experimental results are provided. Some suggestions for improvements in future design are proposed.
Keywords:Reinforced concrete  Aqueduct  Simulation model  Experimental investigation
本文献已被 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号