1) flange width/thickness ratio
肢宽厚比
1.
According to the experimental research on wide flange L shaped and Z shaped section columns with different flange width/thickness ratios(4∶1, 5∶1, 6∶1), the effects of flange width/thickness ratio and stirrup ratio on the failure mode and critical ultimate strength have been studied.
根据12根肢宽厚比分别为4∶1、5∶1和6∶1的宽肢L形和Z形截面柱在低周反复荷载作用下的试验研究,研究了肢宽厚比大小、箍筋配筋率对构件破坏形态以及极限荷载的影响,分析了以上因素对L形截面和Z形截面柱耗能能力和延性的不同影响,在分析试验结果的基础上提出了异形柱抗剪强度建议计算公式,最后给出了若干工程设计建议。
2) ratio of section height to section thickness
肢高肢厚比
1.
However, the wide range special shaped section column which ratio of section height to section thickness is bigger than the normal has received little attention.
然而,目前对于截面肢高肢厚比大于《混凝土异形柱结构技术规程(JGJ 149-2006)》中规定的宽肢异形柱结构的研究甚少。
3) ratio of limb-length to thickne
肢长厚比
4) the ratio of section height to section thickness of wall-leg
肢厚比
1.
Through quasi-static experiments on three haunched beam transfer short-leg shearwall structure specimens with respectively the ratio of section height to section thickness of wall-leg ranged from 5, 6, to7 under the vertical load and horizontal cyclic load, this paper made a comparative analysis on the results of the haunched beam transfer short-leg shearw.
针对目前工程中广泛应用但理论研究尚不完善的框支短肢剪力墙结构,本文通过对三榀墙肢肢厚比分别为5、6、7的加腋梁式转换短肢剪力墙结构试件,在竖向荷载和水平低周反复荷载作用下的拟静力试验研究,对比分析加腋梁式转换短肢剪力墙结构墙肢不同肢厚比试件的实验结果,包括试件在整个试验过程中的宏观现象,各部分的应力应变分布情况,得出墙肢肢厚比的变化对加腋转换梁的受力性能的影响。
5) ratio of height to thickness of column leg
肢高厚比
6) sectional deepth to thickness ratio
墙肢高厚比
补充资料：鞍山钢铁(集团)公司厚板厂4300轧机轧制宽厚钢板
鞍山钢铁(集团)公司厚板厂4300轧机轧制宽厚钢板
鞍山钢铁(集团)公司厚板厂4300轧机轧制宽厚钢板
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
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