| 1. | An efficient finite element of spatial curved beams
高效的三维曲梁单元 |
| 2. | 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 |
| 3. | The simplified method of load lateral distribution of curved beam bridge with non - radial bearings
非径向支承弯梁桥荷载横向分布的简化计算 |
| 4. | Meanwhile , the springback potential energy principle is applied to calculate the springback deformation of a pure bending of curved beam
同时，应用该回弹势能原理于纯弯曲梁的回弹变形计算。 |
| 5. | A case study for nanning bridge , the first long span unsymmetrical extroversion arch bridge with curve beam in the world is given
利用几何方法推导了空间钢箱拱肋节段拼装误差在拱肋最大悬臂端的累积规律。 |
| 6. | Numerous studies have been undertaken to investigate the behavior of curved beams and various theories were produced since the 50 ' s in last century
从上个世纪50年代开始，国内外学者就针对各种形式的曲线梁结构进行研究，提出了各自的理论。 |
| 7. | The curved beam finite element method , which is based on the theory of curved girder structure analysis , has been adopted for analyzing the curved bridge structure in this paper
本文根据曲线梁桥的结构分析理论，采用曲杆有限元法对曲线梁桥进行结构分析。 |
| 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。 |
