| 1. | Specification for h - section steel arches for use in mines
矿用工字钢钢拱规范 |
| 2. | Transfer matrix method of internal force analysisof tapered h - section steel beam
型钢梁内力分析的传递矩阵法 |
| 3. | Analysis on the elastic stability of elastic restraints for h - section steel beams
型截面钢梁的弹性稳定性分析 |
| 4. | Technical condition of h - section steel rigid suport in ladder - shape used in coal mine
矿用工字钢梯形钢性支架技术条件 |
| 5. | The welded steel h - section
焊接h型钢 |
| 6. | Experimental and theoretical research on in - plane stability capacity of h - section aluminum beam - columns
形截面铝合金压弯构件平面内稳定承载力的试验及理论研究 |
| 7. | In recent years , with the production of homemade h - section steel members , the above - mentioned factors have been well improved
近年来，随着国产热轧h型钢投入生产后，情况得到了改善。 |
| 8. | Wp = 6 > the practical table is compiled that integral stability coefficient of homemade rolled h - section steel beam under constant moment
编制了等端弯矩作用下轧制h型钢梁式构件的整体稳定系数表，可供工程设计参考。 |
| 9. | The suggestion is put forward that adopting the different geometry control condition between rolled h - section steel beam and general i - section steel beam
本文提出轧制h型钢的几何控制条件，并建议将一般工字形截面简支梁和轧制h型钢梁分列处理。 |
| 10. | Based on the gb50017 code , the geometry control condition of integral stability capacity of homemade rolled h - section steel beam is conservative excessively and is modified accordingly
本文得出精度更高、适用范围更广的计算简化式。 gb50017关于梁的整体稳定几何控制条件对国产轧制h型钢过于保守。 |
