| 1. | The basic stress-strain relations are defined with respect to an axially loaded member .
基本的应力-应变关系是用承受轴向载荷的构件确定的。 |
| 2. | Stability reduction coefficient of axially loaded compression
轴心受压构件稳定系数 |
| 3. | Nonlinear analysis of settlement of axially loaded vertical piles
轴向荷载作用下单桩沉降的非线性分析 |
| 4. | The stability - factor of axially loaded alunimum - alloy member for folding latficed frame
折叠网架轴心受压铝合金杆件的稳定系数 |
| 5. | So , it can be used to calculate the bearing capacity of stability of axially loaded aluminum alloy pipe
进行而说明，本公式可作为该类构件稳定承载力的计算公式。 |
| 6. | For axially loaded strut , one of the fundamental member , it ' s behavior of stability is the most important factor for its bearing capacity
而基本构件中，轴心受压构件的稳定承载能力是影响该类构件承载力的关键。 |
| 7. | In this paper , by using the method of experiment researching and theory analysis , the stability of the axially loaded aluminum alloy pipe in structure of the folding tent was studied
本文采用试验研究与理论分析相结合的方法，对某折叠式帐篷结构中的轴心受压铝合金圆管构件的受压稳定承载力进行了研究分析。 |
| 8. | By using of the large finite element software ansys , the whole stability of axially loaded compression members of cold - formed thin - walled steel sections in the effect of residual stress is studied in the paper
本文通过应用现有人型有限元软件ansys来着重研究冷弯薄壁型钢轴心受压构件在残余应力影响下的整体稳定性。 |
| 9. | It is an important factor that influences the whole carrying capacity of member in technical code of cold - formed thin - wall steel structures gb50018 - 2002 , the calculation of stability carrying capacity of axially loaded compression members does not consider the influence of the residual stress
它是影响构件整体稳定承载力的重要因素。我国冷弯薄壁型钢结构技术规范gb50018 ? 2002在计算轴心受压构件的稳定承载力时，没有直接考虑残余应力的影响。 |
| 10. | Lastly , two axially loaded bored piles in some building site near xichang city was calculated with the method and some useful data and curves including load - settlement curves and distribution of friction resistance etc . are presented . the accordance between the results of calculation and in - situ test verifies the validity of the method developed in the paper
通过计算，得到相应的荷载?沉降曲线、轴力图、桩侧阻力图、塑性区、土的竖向位移等值线、桩的滑移过程等结果，并与现场试验结果吻合较好，说明用本文方法计算分析桩基的工作特性是可行和有效的。 |
