工字形截面 meaning in Chinese

i-shaped cross-section

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。
Adopting the conceptions of thin - walled member theory , studies on linear elastic analysis and ultimate strength behaviors of curved i - beams are presented in this paper , which may give helps to a deeper understanding of the behavior of curved beams and provide a reasonable design guideline
本文依据薄壁构件理论，通过对工字形截面圆弧曲梁的线性分析、稳定理论和极限承载力等问题的研究，旨在进一步了解这类构件的工作特性，并为工程设计提供一定帮助。
Focuses are then put on the flexural torsional buckling analysis of mono - symmetry i - section arches . closed form solutions are obtained for arches subjected to uniformly distributed radial load and to equal and opposite end moments . effects of different laying positions and of asymmetry of cross - section on buckling loads are included
在这个基础上，对单轴对称工字形截面拱在均匀受压和均匀弯曲条件下的屈曲问题进行研究，给出临界荷载的理论解答；分析了工字形截面不同放置形式和截面不对称性对拱临界荷载的影响，并与已有的理论进行比较。