| 1. | Structural steel equal and unequal leg angles . part 1 : dimensions
结构钢等边和不等边角钢.第1部分:尺寸 |
| 2. | Hole pitches in unequal angle steels
不等边角钢的孔间距 |
| 3. | Hot - rolled unequal - leg angle steel - dimensions , shape , weight and tolerances
热轧不等边角钢尺寸外形重量及允许偏差 |
| 4. | Unequal angle steelh
不等边角钢 |
| 5. | Unequal - angle bar
不等边角钢 |
| 6. | Structural steel equal and unequal leg angles - part 1 : dimensions ; german version en 10056 - 1 : 1998
结构钢制等边和不等边角钢.第1部分:尺寸 |
| 7. | Structural steel equal and unequal leg angles . part 2 : tolerances on shape and dimensions
结构钢等边和不等边角钢.第2部分:形状和尺寸公差 |
| 8. | Being an unsymmetric section , an unequal angle section is torsional - flexural buckling
不等边角钢截面为无对称轴截面，绕任意轴失稳均为弯扭失稳。 |
| 9. | Structural steel equal and unequal leg angles ; part 2 : tolerances on shape and dimensions ; german version en 10056 - 2 : 1993
等边和不等边角钢.第2部分:形状和尺寸公差 |
| 10. | In the paper , the results of experience and rules of distribution of the cold - formed residual stress are analyzed , the models of the cold - formed residual stress that are close to the fact are founded , initial stress files of ansys which can describe the magnitude and distribution of the residual stress are established
本文对冷弯残余应力的实测结果和分布规律进行了分析讨论，建立了接近实际情况的槽钢和卷边角钢的冷弯残余应力模型，创建了能描述残余应力分布和大小的ansys初应力文件，并在ansys稳定分析中引入该文件，得到构件在残余应力影响下的极限荷载。 |
