| 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. | Finite member element model for lateral buckling of thin - walled members
薄壁杆侧向稳定分析有限杆元模型 |
| 3. | 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 |
| 4. | 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 |
| 5. | 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。 |
| 6. | Advances on structural engineering and mechanics : numerical analysis of reinforced concrete shear wall , techno - press , 1999 , ii : 1091 - 1096 , korea
面向21世纪的科技进步与社会经济发展：偏压薄壁杆的空间稳定性， 1999 ,上册: 48 ，中国科学技术出版社，北京。 |
| 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. | 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。 |
| 9. | 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。 |
| 10. | 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。 |
