说明:双击或选中下面任意单词,将显示该词的音标、读音、翻译等;选中中文或多个词,将显示翻译。
您的位置:首页 -> 词典 -> Pasternak弹性地基梁
1)  Pasternak elastic foundation beam
Pasternak弹性地基梁
2)  Pasternak-type elastic foundation
Pasternak型弹性基础
3)  Pasternak foundation
Pasternak地基
1.
Green quasifunction method for simply-supported thin plates on Pasternak foundation;
Pasternak地基上简支板问题的准格林函数方法
2.
The idea of Green quasifunction method was clarified in detail by considering vibration problem of simply-supported thin polygonic plates on Pasternak foundation.
以Pasternak地基上简支多边形薄板的振动问题为例,详细阐明了准格林函数方法的思想。
3.
A new method for bending problems of rectangular plates with free edges on Pasternak foundation: the Differential Quadrature Method,is presented.
给出了分析Pasternak地基上自由边矩形板弯曲问题的新方法——DQ法,运用DQ法研究Pasternak地基上自由边矩形板弯曲问题。
4)  elastic foundation beam
弹性地基梁
1.
The application of elastic foundation beam in the longitudinal design of shield tunnel;
弹性地基梁法在盾构隧道纵向设计中的应用
2.
Discussion on calculation methods for elastic foundation beam;
浅谈弹性地基梁的计算方法
3.
On the effect of inner force on elastic foundation beams with different elastic characteristics;
弹性地基梁的弹性特征对梁内力的影响
5)  beam on elastic foundation
弹性地基梁
1.
Dynamic response of beam on elastic foundation caused by variable speed moving load;
变速移动荷载作用下弹性地基梁的动态反应
2.
Application of bar system FEM for beam on elastic foundation in supporting design for a deep and large foundation pit engineering;
弹性地基梁杆系有限元法在深大基坑工程支护设计中的应用
3.
In order to improve the analytical accuracy of the deformation and proper vibration of beam on elastic foundations, the “multi-resolution” concept of wavelet analysis was introduced into conventional Finite Element Method.
为了提高有限元法对弹性地基梁的变形和固有振动的分析精度,将小波分析的“多分辨”分析思想引入传统有限元法。
6)  beams on elastic foundation
弹性地基梁
1.
The beams on elastic foundation were calculated by means of Laplace s integral transformation.
利用拉普拉斯变换方法来计算弹性地基梁,得到了有限长弹性地基梁的弯曲变形、剪力和弯矩的统一表达式。
2.
A special finite difference method is applied to analyse the beams on elastic foundation.
采用特殊处理的有限差分法求解弹性地基梁的挠曲方程,剪应力连续的区域用 Runge-Kutta 差分法离散,不连续的奇异点根据内力平衡条件建立传递矩阵。
3.
In this paper, According to the infection line method, the maximal values (sefflement, shear and moment) of the tunnel are calculated by using the theory of beams on elastic foundation.
本文根据弹性地基梁原理 ,采用计算各截面的影响线方法 ,按最不利情况加载 ,得到了最大的反应值 (沉陷、剪力和弯矩 )。
补充资料:PAS
   分子式C7H7NO3,分子量153.14。简称PAS。白色粉末,略有丙酮气味。熔点150~151℃(分解)。几乎不溶于水和苯,微溶于乙醚和丙酮,稍溶于乙醇,溶于碳酸氢钠或磷酸溶液。其钠盐和钙盐是抗结核病药。适用于急性渗出性肺结核与粘膜性结核等病。通常与链霉素和异烟肼并用,用以增强疗效。
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