| 1. | Analytical solution to magneto - electro - elastic cantilever beam under uniform load
均布荷载作用下悬臂磁电弹性梁的解析解 |
| 2. | Analytical solution for fixed - fixed anisotropic beam subjected to uniform load
均布荷载作用下两端固支梁的弹性力学解析解 |
| 3. | An asymptotic approximating solution of the board under the average loads action
均布荷载作用下四边固支板的一种逼近解法 |
| 4. | Analytical solution of simply supported magnetoelectroelastic beam under uniform load
均布荷载作用下简支磁电弹性梁的解析解 |
| 5. | Analytic solution for bi - material cantilever beam under thermal and distributed load
单跨超静定梁在均布荷载作用下的弹性力学解 |
| 6. | In - plane stability performance of portal frame structures with different ratio of depth to span
均布荷载作用下门式刚架的平面内稳定性能 |
| 7. | A general solution of a clamped functionally graded cantilever - beam under uniform loading
均布荷载作用下功能梯度悬臂梁弯曲问题的解析解 |
| 8. | Analytical solution of a simply supported piezoelectric beam subjected to a uniformly - distributed loading
均布荷载作用下压电材料简支梁的解析解 |
| 9. | 0 . 08g 1000 revolutions . mechanical capability : uniform load 9200 15000n m2 , concentrated load 2900
机械性能：均布荷载920015000n m ，集中荷载29003300n |
| 10. | Top displacements get largest in structure under the concentrated load , and get smallest in structure under the uniform load
结构顶点位移在顶点集中荷载下达最大,在均布荷载时最小。 |
