1) welded beam to column connection
梁柱焊接连接
1.
Based on the current achievements,the defect of present work and the problems needing further study were pointed out,and a new kind of welded beam to column connection details of HCWs with steel boundary element in shear walls was proposed,which was simple in details and in construction.
在总结已有研究成果的基础上,指出了目前研究存在的不足和需要进一步解决的问题,并提出了一种新型钢梁柱焊接连接形式的混合连肢墙体系—含型钢边缘构件的混合连肢墙体系,具有构造简单、施工方便的特点。
2) welded beam-to-column connection
焊接梁柱连接
3) welded-bolted beam-to-column connections
梁柱栓焊连接
4) beam to column connections of steel bending frame
钢框架梁柱焊接连接
5) beam-column connections
梁柱连接
1.
Generally,the frame beam-column connections are semirigid.
框架结构中梁柱的连接往往是半刚性的,本文在对半刚性框架和刚性框架受力变形分析的基础上,综合框架正常使用极限状态和承载能力极限状态两种状态,建立了横向荷载作用下梁柱连接刚性判别准则。
2.
The beam-column connections have important effect on the popular of the new type structure.
作为一种应用前景广阔的新型结构形式,其梁柱连接直接影响这种新型结构的进一步推广。
3.
Generally the frame beam-column connections are semi-rigid.
框架结构中梁柱的连接往往是半刚性的,设计中把梁柱连接假定为完全刚接或完全铰接都是不合理的。
6) beam-to-column connections
梁柱连接
1.
Many steel frames suffered from unexpected brittle fracturing of beam-to-column connections in the Northridge earthquake.
美国北领地震中,不少钢框架梁柱连接出现了意想不到的脆性破坏。
2.
For the panel zone shear deformation of beam-to-column connections in steel frames,a trilinear model was proposed to describe the moment-shear rotation(M-φ_s) curve,and the corresponding calculation method was presented.
针对钢结构梁柱连接节点域剪切变形全过程曲线(即弯矩-剪切转角(M-φs)曲线),提出了三线性模型并给出了相应的计算方法。
3.
It was compared that some aspects about seismic fortification goals,category of seismic design,design response spectrum,earthquake action and beam-to-column connections between CECS160 and GB50011 in the paper.
在抗震设防目标、抗震设计类别、设计反应谱、地震作用取值和梁柱连接等方面对CECS160和GB50011进行了分析比较。
补充资料：梁柱
1.支承桥梁的柱子。 2.屋梁和柱。 3.喻栋梁之材。 4.指鼻梁骨。
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