| 1. | It is indicated that the result , based on the gb50017 code , is appropriate during the elastic integral stability range and is conservative excessively during the inelastic integral stability range , for homemade rolled h - section steel beam Gb50017计算轧制h型钢梁的整体稳定系数在弹性稳定范围是合适的,弹塑性稳定范围过于保守。 |