1) rectangular thin plate
矩形薄板
1.
Free vibration of rectangular thin plate on elastic foundation with four edges free;
弹性地基上四边自由矩形薄板的自由振动
2.
Vibraitons of rectangular thin plates on Winkler′s foundation;
文克尔地基上矩形薄板的振动
3.
Exact solution of rectangular thin plate on vlazov elastic foundation with four edges free
双参数弹性地基上四边自由矩形薄板精确解
2) thin rectangular plate
矩形薄板
1.
Interaction analysis between thin rectangular plate and elastic foundation;
矩形薄板与弹性半空间地基相互作用研究
2.
Primary parametric resonance of thin rectangular plate on nonlinear elastic foundation;
非线性弹性地基上矩形薄板的主参数共振
3.
Stochastic stability and bifurcation for a thin rectangular plate subject to in-plane stochastic parametrical excitation
矩形薄板在面内随机参数激励下的随机稳定性与分岔研究
3) rectangular plate
矩形薄板
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.
Based on the rigidity plate and the small deflection theories, and considering the physical nonlinearity of concrete, the equilibrium and stability equations of reinforced concrete rectangular plate subjected to thermal loading are derived.
基于刚性板和小挠度理论,考虑混凝土的材料非线性,推导了热载作用下钢筋混凝土矩形薄板的平衡方程和稳定方程。
3.
The closed form solution of the critical buckling temperature for a simply supported rectangular plate made of reinforced concrete under uniform heat variation were presented,and the influences of material constant,length-breadth ratio,relat.
基于板的小挠度理论,考虑混凝土材料的非线性,推导了弹性地基上钢筋混凝土矩形薄板在热载作用下的平衡方程和稳定方程,给出了四边简支钢筋混凝土矩形薄板在均匀温度变化时临界屈曲温度变化的封闭解,讨论了板的材料常数、长宽比、相对厚度和基床系数等对临界屈曲温度变化的影响,从而为工程结构中弹性地基上钢筋混凝土矩形薄板的临界屈曲温度的计算提供了理论计算依据。
4) Thin rectangular plates
矩形薄板
1.
Lewis method, solves bending problems Of thin rectangular plates with two simple supports and one of two free sides under uniform load, and its results provide a solid theoretical basis for the design of the plates.
Ｌｅｖｙ方法，解决了两对边简支、两自由边之一受均布载荷的矩形薄板的弯曲问题。
2.
The reciprocal method is applied to establish the generalized displacement solution for the elastic stability of thin rectangular plates, and the boundary values of it are also worked out.
本文引入了稳定问题的广义支承边和广义支承边矩形板的概念，应用功的互等法建立了弹性矩形薄板稳定问题的广义位移解，并给出了广义位移解的各个边界值。
5) elastic rectangular thin plate
弹性矩形薄板
1.
Solute elastic rectangular thin plate by symplectic geometry method;
求解弹性矩形薄板问题的辛几何法
2.
The analytical solutions for an elastic rectangular thin plate with two adjacent boundaries clamped-supported and the others simplified-supported are derived by a symplectic geometry method.
利用辛几何的方法推导出了两邻边固支另两邻边简支弹性矩形薄板问题的理论解。
3.
In this paper,the analytical solutions for an elastic rectangular thin plate with opposite boundary completely clamped support and others free were derived by a Symplectic geometry method.
利用辛几何的方法推导出了两对边固支另两对边自由支承条件情况下,弹性矩形薄板问题的理论解。
6) elastic thin rectangular plates
弹性矩形薄板
1.
Application of principle of minimum potential energy with mixed variables in stability of elastic thin rectangular plates with a free end;
应用混合变量最小势能原理求解有一个悬空角点弹性矩形薄板的稳定
2.
In this paper,the principle of minimum potential energy with mixed variables is extended to solve the stability of elastic thin rectangular plates with simple boundary conditions and the characteristic equation and the result are given by it.
将混合变量的最小势能原理推广到求解弹性矩形薄板的稳定问题中,求解了简单边界条件弹性矩形薄板的稳定问题,并给出了相应问题确定临界载荷的特征方程及计算结果,为工程中薄板的设计计算提供了有效的参考,尤其是对现代建筑和桥梁中的受压构件的稳定设计和计算提供了一个简捷有效的计算方法。
补充资料：R6m矩形坯连铸机在生产(邯钢)
R6m矩形坯连铸机在生产(邯钢)
R6m矩形坯连铸机在生产(邯钢)
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
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