1) terminal connection
接线柱连接
2) connecting bar
连杆接线柱
3) 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。
4) slab-column connection
板柱连接
1.
Seismic response of interior slab-column connection with cross-shaped column;
混凝土十字形中柱的板柱连接抗震性能试验研究
2.
Seismic response of edge slab-column connection with T-shaped column
混凝土T形边柱的板柱连接抗震性能试验研究
3.
To investigate the characteristics of slab-column connections for nonrec tangula r columns,nine reinforced concrete slab-column connections for three typical sp ecially shaped columns(cross-shaped column,T-shaped column and L-shaped colum n) without shear reinforcement have been tested.
在9个柱截面为三种典型异形柱(十字形、T形和L形) -板柱连接未配置抗冲切钢筋时的冲切特性试验基础上,以十字形柱-板柱连接为代表,通过三个配置抗冲切钢筋试件与三个未配抗冲切钢筋试件的对比试验,研究了异形柱-板柱连接配置抗冲切钢筋后的冲切特性,同时将锚栓和箍筋的抗冲切性能进行了对比。
5) 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。
6) beam-column connection
梁柱连接
1.
In order to obtain the influences of width-to-thickness ratio of beam flange and height-to-thickness of column web in panel zone on failure mode,ductility and bearing capacity of beam-column connections,four half-scale specimens were tested under cyclic loading.
进行了4个1/2比例常规全焊钢框架梁柱连接的循环加载试验,研究了梁翼缘宽厚比、节点域柱腹板高厚比对连接破坏形态、延性和极限承载能力的影响,分析了这些因素对连接的滞回性能及对节点域柱腹板剪切变形的影响规律。
补充资料：钢筋混凝土明牛腿梁柱节点疲劳试验
钢筋混凝土明牛腿梁柱节点疲劳试验
腾 钢筋混凝土明牛腿梁柱节点低周疲劳试验
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