1) critical stability coefficient
稳定荷载系数
2) stability overload coefficient
稳定超载系数
1.
A series of generalized stability analysis models of high and thin arch dams were established,and the stability overload coefficients were calculated with the buckling analysis function of ANSYS based on FEM.
建立了高薄拱坝坝身稳定分析的系列概化模型,采用通用有限元软件ANSYS的屈曲分析功能,计算其稳定超载系数并用突变理论分析了高薄拱坝的稳定问题,分析表明,其稳定性判别结果与有限元稳定计算结果相吻合。
3) load stabilization coefficient
负载稳定系数
4) stability load domain
稳定载荷域
5) unsteady load
不稳定载荷
6) steady load
稳定的载荷
补充资料:稳定极限和静态稳定储备系数
稳定极限和静态稳定储备系数
stability limit and steady state stability margin
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