1) bi-layer beams model
双层叠合梁
1.
By adjusting the coefficients of horizontal shear and uniaxial tension-compression effects,the sectional inner forces of asphalt overlay obtained with bi-layer beams model agrees well with that based upon plane model.
研究比较了3维有限元模型、平面有限元模型和弹性地基上双层叠合梁模型在分析旧混凝土路面上沥青加铺层温度应力的适用性,指出加铺层路面结构变形视二垂直方向变形之叠加是可行的。
2) bilayer superposed beam
双层叠梁
3) two layer paper
双层叠合纸
4) laminated wood beam
胶合层叠木梁
5) Double composite beam
双层组合梁
6) laminated beam
叠层梁
1.
Calculation formulas for stress of laminated beam under bending experiment
叠层梁弯曲实验的应力计算公式
2.
A composite laminated beam is considered to be in a state of plane stress,the analytical solutions of frequencies and modal functions of a composite orthogonal and anisotropic laminated beam with simply-supported boundary condition are obtained by elasticity theory.
用平面应力模型来模拟复合材料叠层梁,得到了正交各向异性叠层梁的频率和模态函数,并用间接模态叠加法(IMSM)求得了叠层梁的瞬态响应。
3.
Based on generalizing the structure characteristics of bridge asphalt pavement,the laminated beam model is developed as for bridge asphalt pavement.
在分析总结桥面铺装结构承载特性的基础上,提出采用叠层梁作为桥面沥青铺装层间应力计算的简化模型。
补充资料：双[1-(4-二甲氨基)苯基2-苯基1,2-二硫代乙烯合镍]
分子式：
CAS号：
性质：紫黑色单斜晶体。熔点277～278℃。溶于苯、甲苯、三氯甲烷等大多数有机溶剂。红外频率υ(C＝S)1190、1165、1140cm-1,红外频率υ(S-C-C-S)880cm-1。由对二甲氨基安息香、五硫化二磷在二噁烷(二氧六环)中反应后,加入镍(Ⅱ)盐溶液制得。用作光学非线性材料。
CAS号：
性质：紫黑色单斜晶体。熔点277～278℃。溶于苯、甲苯、三氯甲烷等大多数有机溶剂。红外频率υ(C＝S)1190、1165、1140cm-1,红外频率υ(S-C-C-S)880cm-1。由对二甲氨基安息香、五硫化二磷在二噁烷(二氧六环)中反应后,加入镍(Ⅱ)盐溶液制得。用作光学非线性材料。
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