摘要
以半无限体弹性地基梁法计算了新三义寨引黄灌区流槽底板的内力,经与原型试验结果的对比分析认为,该法用于设计流槽底板的内力计算是偏于安全的。
The internal force of sluice base plate of New Sanyizai irrigated area with Yellow River was calculated with semiinfinite elastic ground beam method. Through the comparison between calculated and prototype tested results, it was found that the method above is safe to calculate the internal force of design sluice based plate.
出处
《河南科学》
2003年第5期658-663,共6页
Henan Science
基金
河南省水利科技攻关项目(豫水教函字(2000)026号)
关键词
流槽
钢筋混凝土
原型试验
半无限体弹性地基梁
sluice
reinforced concrete
prototype test
semi-infinite elastic ground beam
