| 1. | An efficient finite element of spatial curved beams
高效的三维曲梁单元 |
| 2. | Element stiffness matrix and nodal load matrix of circular beam
曲梁的单元刚度矩阵和节点荷载列阵 |
| 3. | Theoretical solutions of integral equations for shearing stresses in composite curved beams
复合曲梁剪应力积分方程的理论解 |
| 4. | Standard practice for preparation and use of bent - beam stress - corrosion test specimens
曲梁应力腐蚀试样制备和使用的标准实施规程 |
| 5. | The optimal parameters for a cantilever piezolaminated beam are analytically obtained to ensure the free end displacement to remain zero
与有限元结果比较表明：本文的理论模型能够模拟压电激励的小曲率圆形曲梁的静态响应。 |
| 6. | The discrepancies between these theories have prevented the development of reasonable analysis and design methods on such types of structures
但已有的曲梁理论之间存在比较明显分歧，直接导致这方面的分析和设计方法相对不足。 |
| 7. | As a result of the complicated analysis of the curved thin - walled box girder , there has little feasible methods to designs the diaphragm ’ s space between
由于曲梁的受力复杂,分析繁琐,并没有实际可行的计算方法确定横隔板的设置间距,在规范中对箱梁没有明确条文规定。 |
| 8. | Compared to their straight counterparts , the behaviors exhibited by curved beams are far more complex . curved beams will deflect biaxially and twist simultaneously when subjected to general loadings
与直梁不同，曲梁在外荷载作用下通常是既弯又扭，其变形描述是个复杂的数学问题。 |
| 9. | The whole piezolaminated curved beam is equivalent as a single layer structure , and the governing equation of piezolaminated curved beam with small curvature is derived based on one - dimensional beam theory
将压电夹层圆形曲梁等效为单层结构，基于一维小曲率曲梁理论，建立其控制方程。 |
| 10. | Relatively little experimental studies are available on the ultimate strength of curved beams , 18 simple - supported welded beams subjected to a concentrated force at the mid - span are tested
针对目前曲梁承载力方面的试验资料比较缺乏，进行了18根焊接工字形水平钢曲梁的极限承载力试验。 |
