1) equivalent cohesion
等效黏结力
1.
Firstly,the equivalent cohesion and internal friction angle corresponding to the parameters of Hoek-Brow.
首先计算与Hoek-Brown参数对应的等效黏结力和内摩擦角;然后采用位移突变失稳判据,由Mohr-Coulomb强度折减法间接得到广义Hoek-Brown准则下边坡的安全系数。
2) equivalent nodal force
等效结点力
1.
Stiffness matrix and equivalent nodal force formula,which take into account of the influence of shear lag,are derived subsequently on the basis of the definition of stiffness coefficient.
以其解析式作为形函数,利用刚度系数的定义,推导了考虑剪滞影响的箱形梁单元刚度矩阵及等效结点力公式。
2.
In order to cover the shortage that element equivalent nodal force can\'t be put in Flac3D,principles of virtual displacement and virtual work were adopted to derive a set of computing formula for equivalent nodal force in Flac3D element based on building element shape function and strain stiffness matrix of element.
针对Flac3D无法直接输出单元等效结点力的不足,采用虚位移原理和虚功等效原则,在建立单元形函数和应变刚度矩阵的基础上,推导了Flac3D单元等效结点力的计算公式,编写了相应计算机程序,并通过单轴压缩模拟试验算例验证,得到了满意的结果。
3) equivalent cohesive
等效粘结力
4) bond effect
黏结效能
1.
The relative bond effect remained at high temperature(≥600 ℃) for 60 min.
以无机聚合物胶脂(geopolymer)取代环氧树脂作为RC梁结构补强黏结材料,则其在常温下的剪力补强效果虽不及环氧树脂,但已足够提供结构物一定程度的黏结补强功能,并在≥600℃下持温60 min后,仍然能维持相对黏结效能。
5) equivalent consolidation pressure
等效固结压力
6) equivalent shear-wall structure
等效剪力墙结构
1.
The equivalent shear-wall structure model can not consider effective elastic modulus and in-plane effective shear modulus of the multi-ribbed composite wall simultaneously,so it causes some deformation errors between the equivalent model and the actual structure.
密肋复合墙结构是近年来应用在住宅领域中的一种新型建筑结构体系,目前关于地震作用下密肋复合墙结构的变形计算方法尚不完善,采用等效剪力墙结构模型不能同时考虑密肋墙的有效弹性模量和有效面内剪切模量,导致等效模型在水平荷载作用下的变形与实际结构存在一定误差。
补充资料：赤力力
1.亦作"赤历历"。 2.象声词。
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