1) elastic earth tide
弹性地潮
2) elastic foundation
弹性地基
1.
The mode and nature frequency of pinned-pinned pipes conveying fluid with elastic foundations;
弹性地基两端铰支输流管的模态和固有频率
2.
Analysis of rockburst in narrow coal pillar by fold catastrophe theory on the condition of elastic foundation;
弹性地基条件下狭窄煤柱岩爆的突变理论分析
3.
An interactive method for bending problems of thin plate on elastic foundation with local point supporting;
含局部支承弹性地基板弯曲问题的迭代解法
3) elastic rubber tile
弹性地砖
4) elastic ground
弹性地基
1.
In accordance with the Winkler's theory of elastic ground and taking the roof above remainedrodaway as elastic thin lath,a mechanics model of roof movement has been set up,a movement equation of roofdeflection deduced,the features of stress distribution in roof analyzed,a new method of calculating supportingresistance put forward and a illustrating case accompanied as well.
运用Winkler弹性地基理率,把沿空留巷巷道上方顶板看作弹性薄板条,建立了顶板运动力学模型,导出顶板的挠曲运动方程,分析了顶板内应力的分布特征,提出了计算巷旁支护阻力的新方法,并用示例进行了说明。
2.
This paper introduces the composites pavement, it is new material and construction pavement with the superiorities of light-weight ,high-strength, convenience, anti-erosion etc, According to the actual condition of the pavement , the pavement can be treated as the beam of supporting on elastic ground.
根据路面的实际使用情况 ,可以当作支承弹性地基上的路面处理 ,偏于保守 ,把路面单元件当作弹性地基梁处理 ,理论计算四种方案等的路面单元件的挠度、应力 ,以作选择路面结构方案的依
5) elastic formation
弹性地层
1.
Group velocity of pseudo Rayleigh wave in the borehole penetrating elastic formations;
弹性地层井眼中伪瑞利波的群速度
6) elastic subgrade
弹性地基
1.
Thermal buckling about reinforced concrete rectangular plate on elastic subgrade;
弹性地基上钢筋混凝土矩形薄板的热屈曲
2.
Analysis of free vibration for space mega frame structure with elastic subgrade;
弹性地基上空间巨型框架结构的自由振动分析
3.
Thermal buckling of rectangular reinforced concrete plate on elastic subgrade;
钢筋混凝土矩形薄板在弹性地基上的热屈曲
补充资料:弹性
分子式:
CAS号:
性质:除去导致变形的负荷以后,材料迅速回复其原来尺寸和形状的能力。当变形与所加负荷成正比时,该材料被认为是虎克弹性体或理想弹性体。应力和应变不满足线性关系,但仍保持单值关系称非线弹性。加载后经过一定时间后应力和应变才满足线性关系称滞弹性。
CAS号:
性质:除去导致变形的负荷以后,材料迅速回复其原来尺寸和形状的能力。当变形与所加负荷成正比时,该材料被认为是虎克弹性体或理想弹性体。应力和应变不满足线性关系,但仍保持单值关系称非线弹性。加载后经过一定时间后应力和应变才满足线性关系称滞弹性。
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