1) equivalent elastic slab model
等效弹性板模型
1.
Based on the Mori-Tanaka method,an equivalent elastic slab model adapted to multi-ribbed slab wall is established,and anti-lateral rigidity of orthotropic equivalent elastic slab is deduced by theory of elasticity.
以Mori-Tanaka的方法为基础,建立了适用于密肋复合墙体的等效弹性板模型,并利用弹性力学对各向异性等效弹性板的抗侧刚度进行了推导。
2) Equivalent viscoelastic model
等效粘弹性模型
3) equivalent quasi-elastoplastic model
拟等效弹塑性模型
4) equivalent linear spring model
等效线性弹簧模型
1.
The axial stiffness and radial stiffness of the bearing under both axial force and radial force are derived firstly,then an equivalent linear spring model is established so that the axial force and radial force of the bearing under random vibration can be iteratively obtained using the spectrum analysis of ANSYS.
推导轴承在轴向力和径向力联合作用下的轴向刚度和径向刚度,建立轴承的等效线性弹簧模型,并利用ANSYS的谱分析迭代求取轴承在随机振动下的轴向力和径向力,将径向当量静载荷和轴向载荷分别与径向基本额度静载荷和极限轴向载荷比较,分析其安全性。
5) the equivalent spring model
等效弹簧模型
6) equivalent modulus of elasticity
等效弹性模量
1.
The equivalent modulus of elasticity of CFRP with super great spans cables is much higher than that of steel cables and the cables are longer,the difference of them is bigger.
采用解析法分析CFRP斜拉索的静力特性,发现CFRP拉索相对于钢拉索具有一系列优点:CFRP拉索在超大跨时采用切线模量计算的误差很小;相同条件下CFRP拉索的等效弹性模量比钢拉索的高得多,且拉索愈长,其间差别愈大;CFRP拉索的极限长度是钢拉索的5倍有余,或者说在承载效率一定的情况下,CFRP拉索的跨度为钢拉索的5倍;CFRP拉索的自重应力较小,在超大跨时其承受外荷载的比重仍很高。
补充资料：等效
1.效用相同。
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