根据模型试验和二维、三维非线性分析结果，提出了新的拱坝孔口结构配筋公式。
A new formula for the calculation of reinforcing bars of the orifice is proposed, based on experimental and two and three dimensional analysis.
采用空间有限元以及子结构方法对龙滩水电站导流隧洞进水口结构配筋设计方案进行复核与评价。
The three dimensional FEM(Finite Element Method) and the submodeling technique are used to analyze the water intake of the Longtan hydropower station.
下篇针对瀑布沟泄洪洞进口闸室的抗震分析，为闸室结构的动力校核和结构配筋提供了依据，研究成果为设计所采纳。
The second part is about the aseismic analysis of lock chamber of Pubugou hydroelectric power station. The study results offer the rule of designing of lock chamber structure.
应用推荐