1) wide flange
宽肢
1.
Based on experimental research on the seismic behaviors of two frames,one with specially shaped columns, and the other with wide flange specially shaped columns on the first floor,the failure characteristics,bearing capacity,ductility,hysteresis properties,subsequence of hinge occurence and rigidity degeneracy of the two specimens were compared.
通过对一榀底层为宽肢的钢筋混凝土异形柱框架与一榀底层为非宽肢的异形柱框架的抗震试验研究,重点对比了两种异形柱框架结构的破坏特征、承载能力、延性、滞回特性、出铰顺序及刚度退化等抗震性能。
2) 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。
4) length-width ratio of column limb
柱肢长宽比
5) Hysterangium latiappendiculatum
宽肢辐片包
1.
A new hypogeous fungus, Hysterangium latiappendiculatum sp.
描述了产自中国藏东南林区、生于高山栎林落叶层下的辐片包属的一个新种——宽肢辐片包Hysterangium1atiappendiculatumsp。
6) beam-wider-than-wall joint
宽梁-薄墙肢节点
1.
Based on the elastic finite element analysis of the RC beam-wider-than-wall joint, two large-scale specimens of the direct anchoring beam-wider-than-wall joint are designed to test the joint behavior.
在宽梁-薄墙肢节点的弹性有限元分析基础上,对近似足尺的 2个宽梁-薄墙肢梁筋直锚节点进行了试验,研究了宽梁节点区的受力和变形性能,特别是纵筋的受力、滑移以及节点区的破坏形态。
补充资料：烟肢
1.亦作"烟肢"。 2.见"烟支"。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条