| 1. | Buckling analysis of thin - walled members in consideration of shear lag
考虑剪切变形的薄壁杆件稳定分析 |
| 2. | Buckling of thin - walled members under pure compression and pure bending with shear effect
纯压或纯弯薄壁杆件的稳定分析 |
| 3. | Lateral buckling analysis of thin - walled members by finite member element method
横向荷载作用下薄壁杆件稳定分析的有限杆元法 |
| 4. | As a result , it is suggested that distortion should be taken into account to calculate the thin - walled bar with restrained torsion
因此建议，对薄壁杆件作约束扭转分析时一定要考虑截面畸变的影响。 |
| 5. | 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。 |
| 6. | In this paper , the distortion of thin - walled bar with rectangle cross section is examined individually and the effect of diaphragm density on distortion is analyzed
本文采用工程实践常用的荷载分解法对矩形截面薄壁杆件的畸变进行分析，研究横隔板间距对畸变效应的影响。 |
| 7. | In the scope of linear elastic theory , the consistent of the fundamental assumption between the theory of thin - walled beams and solid beams is analyzed and defined from the viewpoint of the thin plate theory . the drawback of volassov thin - walled beams theory is studied on the ground of the traverse distribution of loads on the thin plate . and , the fundamental assumption of generalized beam theory ( gbt ) is surveyed
本文在线弹性的范围内从薄板弯曲理论出发，讨论了薄壁杆件理论与实体梁理论在基本假定上的一致性，并从薄板荷载横向分布形式的角度分析了符拉索夫薄壁构件理论的局限性，对考虑截面畸变的梁理论? ?广义梁理论( gbt )的基本假定进行了探讨。 |
| 8. | Firstly , with uniaxial symmetrical rectangle cross section , the warping displacement function and tangential displacement function under anti - symmetrical load are supposed . then taking shear deformation into account and with potential principle , the governing differential equation for distortion angle subjected to uniformly distributed distortion load is established
首先，以单轴对称矩形截面薄壁杆件为研究对象，假设其在反对称荷载作用下翘曲位移和切向位移的分布函数，考虑剪切变形的影响，利用最小势能原理建立单位均布畸变荷载作用下的畸变角微分方程。 |
| 9. | Because numerous mega - columns and mega - beams of mega - frame are thin - walled beam , hence the torsion can " t be neglected in structural calculation , and so in the calculation of structural overall stability , the coupling of bend and torsion can " t be neglected . the second is the thin - walled beam with opening section element which be considered effect of axis force and the coupling of bend and torsion
由于巨型结构中许多巨型柱和巨型梁为薄壁杆件，所以在结构计算中就不能忽略扭转，同样在结构的整体稳定性计算方面就必须考虑弯曲与扭转的耦合，所以作者推导了开口薄壁杆件在考虑轴力效应、弯曲与扭转耦合时的单元。 |
| 10. | It is concluded that a certain amount of diaphragm will reduce the distortion effect greatly , but on the other hand , even with a fairly great density of diaphragm , such as the ratio of diaphragm span to the greatest dimension of the cross section is as small as 1 . 25 , the distortion effect ca n ' t be neglected compared with the effect of rigid torsion
通过研究得到初步结论：设置一定数量的横隔板可以大幅度地减小薄壁杆件的畸变效应；另一方面，尽管横隔板设置到比较大的密度(横隔板间距与截面最大尺寸之比为1 . 25 ) ，与刚性扭转效应相比，畸变效应仍不能忽略。 |
