1) elastic plate theory
弹性板理论
2) theory of elastic thin plate
弹性薄板理论
1.
According to the theory of elastic thin plate,the problem abount the piping check computation of foundation pit during the construction proceeded under the condition without pressure equilibrium is discussed.
从分析基坑中发生突涌的机制出发，运用弹性薄板理论，探讨了在不满足压力平衡条件下进行施工时，基坑突涌的验算问题；推导出了判别矩形基坑是否由于剪切破坏或挠曲破坏而发生突涌的判别式。
3) elastic shell theory
弹性板壳理论
1.
Based on the elastic shell theory, the internal force analysis features in ellipseretaining structure are summarized, and the method to determine the controlling design force is put forward, which may be used as a reference in similar project.
本文以弹性板壳理论为基础,分析了椭圆形"壳体"支护结构的内力特点和设计控制内力的计算方法,对此类支护结构的工程应用具有一定的参考价值。
4) classical theory of elastic thin plate
经典弹性薄板理论
1.
Three mathematic models of deflection-load for circular flat diaphragm are established based on classical theory of elastic thin plate, von Karman′s theory of large deflection and membrane theory.
为描述环状平膜片挠度与载荷的关系,在经典弹性薄板理论、卡尔曼大挠度理论和薄膜理论下为环状平膜片分别建立了3种挠度-载荷数学模型。
5) board elastoplastic stability theory
板的弹塑性稳定理论
1.
By applying the board elastoplastic stability theory, the minimum concrete cover requirements of steel reinforced concrete beams and columns were.
根据型钢混凝土构件的受力性能及典型破坏形态 ,从力的传递和扩散角度对型钢混凝土构件的横向配箍率、纵向钢筋的最小直径进行了定量分析 ,并根据板的弹塑性稳定理论 ,对型钢混凝土构件受压区混凝土保护层最小厚度进行了理论分析和公式推导 ,同时从混凝土保护层开裂的角度 ,根据力扩散原理 ,建立了型钢混凝土临界保护层厚度的计算方法 ,并对两种计算方法的计算结果进行了分析比较 。
6) elastic theory
弹性理论
1.
Analytical solution for the load-displacement relationship of pullout DX pile based on elastic theory;
DX桩抗拔位移的弹性理论解析解
2.
Analytic solution to elastic theory on surrounding rocks in tunnels with different compressive and tensile moduli;
隧洞围岩拉压不同模量弹性理论的解析解
3.
The analysis of partial short supporting effect is studied on the basis of elastic and viscoelastic theory.
以弹性及粘弹性理论为基础,结合实例计算,分析了高应力巷道局部弱支护机理,阐述了底鼓与顶、帮失稳相互诱发的原因,为巷道支护结构设计提供新的理论依据。
补充资料：板中弹性波
见固体中的弹性波。
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