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- Research on operation behavior of multiple arch dam 连拱坝的工作性态研究
- Research on Deformation behavior of Multiple Arch Dam 梅山连拱坝的变形性态研究
- Cause and Control of Crack at the Foot of Buttress in Multiple Arch Dam 连拱坝垛尾缝的成因及控制
- Cause analysis on over-size of lateral displacement of buttresses No.3 And No.12 in Meishan multiple arch dam 梅山连拱坝3%23垛和12%23垛侧向位移过大的成因分析
- Design and construction of buttress consolidation for Haoqi multiple arch dam in Lishui 丽水市蒲岸好溪连拱坝支墩加固设计与施工
- Characteristics and assessment of water quality at dam foundation near the abutment of Meishan multiple arch dam 梅山连拱坝两岸坝基水质特性及评价
- Trace Analysis on Behavior of Accident Position for Meishan Multiple Arch Dam in 1962 梅山连拱坝1962年事故部位性态的跟踪分析
- multiple arch dam 多拱坝
- Fault tree analysis is used to analyse the high arch dam risk. 摘要利用故障树分析法对高拱坝进行风险分析。
- Arch dam is one of foremost dam types in hydropower projects. 拱坝是水利水电工程中最重要的坝型之一。
- The stability of arch dam against elastic buckling has always been ignored. 摘要拱坝的抗屈曲稳定性一直是未被重视的问题。
- Overturning and sliding are seldom a factor in the design of arch dam. 拱坝设计中很少考虑倾覆和滑动的问题。
- Problems and Countermeasures of Earthquake Evaluation for High arch Dam. 高拱坝重大地震灾变评估的障碍和对策。
- Cracking Analysis of High Arch Dam Heel Based on Deformation Reinforcement. 基于变形加固理论的高拱坝坝踵开裂评价。
- The Hengshan Reservoir has multiple functions in water supply and flood control etc., with a water retaining dam, which was the first experimental double-curvature arch dam in China. 恒山水库是兼有供水和防洪的多功能水库，其挡水坝是我国第一座实验性双曲拱坝。
- A separate structure is provided to block the space between the arch dam and the reservoir bank. 需要另有一种单独的结构物来填补拱坝的库岸之间的空间。
- The dam profile design and stress analysis are the major contents in arch dam design. 拱坝的体型设计和应力分析是拱坝设计的主要内容之一。
- The dynamic performance test of dam concrete is a key problem to the construction of high arch dam at present. 大坝混凝土动态性能试验为当前高拱坝建设亟待解决的一个关键问题。
- Seepage proof facing plate or watertight concrete layer often locates in stone masonry arch dam. 在上游面或内部偏上游处设置了混凝土防渗层的砌石拱坝为成层异弹模坝。
- It is cumbersome to analyze arch dam equivalent stress for the finite element results of arch dam. 摘要在拱坝有限元分析成果的基础上进行等效应力计算是件繁琐的工作。
