对坝体应力采用拱梁分载法进行计算。
By means of arch and girder load sharing to compute the dam body stress.
分析比较了有限单元法、拱梁分载法程序和计算与实验的成果。
The results from programs of FEM and trial-load method and those from the calculation and monolithic model test have been compared and analyzed.
在拱梁分载法坝体应力分析时，需要合理确定坝基岩体的变形模量值。
Deformation modulus for dam foundation rock must be determined reasonably when stress in dam is analyzed with arch and cantilever trial load method.
理论研究方法有拱梁分载法、刚体极限平衡法、变形体法、可靠度理论等。
The theoretical research approaches involve arched girder load split process, rigid-body limiting equilibrium process, plasmodium process, reliability theory, etc.
拱坝的应力分析方法包括纯拱法、拱梁分载法、有限元法、壳体理论计算方法和结构模型试验法。
The stress analytic method of arch dam covers pure arch method, arch beam sharing method, finite element method, calculating method of shell theory and structural model test method.
拱坝的应力分析方法包括纯拱法、拱梁分载法、有限元法、壳体理论计算方法和结构模型试验法。
The stress analytic method of arch dam covers pure arch method, arch beam sharing method, finite element method, calculating method of shell theory and structural model test method.
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