| 1. | Bending theories for beams and plates with single generalized displacement
单广义位移的深梁理论和中厚板理论 |
| 2. | This paper introduces the basic concepts and calculation methods of gbt
本文对广义梁理论的基本概念和计算方法进行了介绍和分析。 |
| 3. | In the paper , based on the winkler ' s hypothesis , discuss the groundsill ' s internal forces
对地梁的内力计算提出按winkler弹性地基梁理论进行分析。 |
| 4. | This is why we must stress analytic method as well as numerical method , and why the distortion effect has to be introduced into classic beam theory
在应用数值方法的同时应强调解析方法的分析，将畸变效应纳入梁理论的范畴。 |
| 5. | 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。 |
| 6. | Comparison theoretical and experimental research of creep based on theory of ultra thin beam , the effect results were provided for design of ultra thin beam
本文基于超薄梁理论,对该桥的徐变进行了理论和试验对比分析,为以后的超薄梁设计提供有效的依据。 |
| 7. | By an example , the warping theory of the thin - walled beam is compared with and distinguished from gbt , while the contribution and the defect of the former is presented
本文通过算例对广义梁理论和薄壁杆件翘曲理论进行了比较研究，并指出了后者的贡献和局限性。 |
| 8. | Combining the stochastic variational principle with the thin - walled box girders theory , the one - dimensional stochastic finite element method for thin - walled box girders is proposed . 2
结合随机变分原理和薄壁箱梁理论，推导出薄壁箱梁随机分析的一维离散随机有限元法。 |
| 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. | In elementary beam bending theory , it is assumed that the stresses are constant through the width of the beam . however , for the wide flange girders , the stresses are not uniform
按照初等梁理论即假定翼缘板具有无限抗剪刚度,宽翼缘箱梁在荷载作用下翼缘的正应力沿着宽度方向上是均匀分布的。 |
