| 1. | Uniformly distributed load
均匀分布负载 |
| 2. | Analytical solution of the bending problem of piezoelectricity cantilever beam under uniformly distributed loading
均匀分布荷载作用下压电悬臂梁弯曲问题解析解 |
| 3. | Calculation of ultimate bearing capacity for inclined section of concrete composite beam with two - stage uniformly distributed load
二次受力钢纤维混凝土迭合梁斜截面承载力计算 |
| 4. | The analytic expressions of deflection and displacement of the beams for various boundary conditions were obtained under combined electric field and uniformly distributed load
并求得在电场和均布力联合作用下各种边界条件梁的挠度和位移解析表达式。 |
| 5. | The displacement , stress and strain of the pendulous socket are calculated when the socket is subjected to both outside uniformly distributed load and inside concentrated load
得到了该构件在受外部均布载荷和内部集中载荷作用下的位移、应力、应变的有限元解。 |
| 6. | Stress distribution at cross section of transverse uniformly distributed load and non - uniformly distributed load applied to concrete cylinder by finite element method is analyzed
摘要采用有限元的方法计算分析了混凝土圆柱体在受横向均匀线荷载和非均匀线荷载时其横截面上的应力状况。 |
| 7. | As an example , a specific problem that the uniformly distributed load acts on the overhanging section of rectangular overhanging plates is solved , and the solution to it is compared with the result of finite element method
作为算例，具体求解了外伸部分作用均布载荷的矩形外伸板，并与有限元结果进行了比较。 |
| 8. | As the rise of a spherical shell with uniform thickness is 6052 times of its thickness , upper critical load of the shell subjected to uniformly distributed load was investigated , and the convergent result was still derived
在均布荷载作用下，等厚度球壳的矢高为其厚度的6052倍时，对上临界荷载的计算仍取得了收敛的数值结果。 |
| 9. | Based on the initial parameters format of the distortion theory in this paper , the element stiffness matrix and the corresponding equivalent nodal force vector subjected to uniformly distributed load is developed
在初参数格式的基础上，本文又推导出考虑剪切变形的畸变分析的刚度矩阵及等效节点载荷列阵，获得便于实际应用的畸变分析刚度法。 |
| 10. | Under action of uniformly distributed load , line load along inside edge or uniform moments along outside edge , upper and lower critical loads of truncated conical shells and spherical shells with linearly variable thickness were computed
出了在均布荷载、内边缘均布线荷载或外边缘均布力矩作用下，线性变厚度开顶圆锥壳、球壳的上、下临界荷载。 |
