1) Six components weighting
六分量加载
3) multi-step incremental cycling loading and unloading
分级增量循环加卸载
4) step increment method
增量加载
1.
In order to analyze main bearing-capacity factors of shallow foundation,Mohr-coulomb inside-tangent circle yield criterion and associated flow rule were adopted,the overall process of foundation from elasticity to plasticity gradually was modeled by elastoplastic FEM through step increment method.
为了对浅基础地基极限承载力的主要影响因素进行系统分析,采用关联流动的Mohr-coulomb内切圆屈服准则,通过增量加载的有限元方法,全程模拟了地基由初始的线弹性状态逐渐过渡到塑性流动的极限破坏状态的过程。
5) Massive loading
海量加载
6) inertia loading
惯量加载
补充资料：六甲基六乙烯基环六硅氧烷
CAS：18304-82-0
分子式：C18H36O6Si6
分子质量：516.99
中文名称：六甲基六乙烯基环六硅氧烷
英文名称：Hexamethylhexavinylcyclohexasiloxane
2,4,6,8,10,12-hexamethyl-2,4,6,8,10,12-hexavinyl-cyclohexasiloxane
分子式：C18H36O6Si6
分子质量：516.99
中文名称：六甲基六乙烯基环六硅氧烷
英文名称：Hexamethylhexavinylcyclohexasiloxane
2,4,6,8,10,12-hexamethyl-2,4,6,8,10,12-hexavinyl-cyclohexasiloxane
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条