The paper puts forward the strengthening method of enlarging the joint section, proposes the relative calculating formula of the joint bearing capacity and provides a calculating example.
文章提出了仅节点区增大截面的加固方法，并建议相应的节点承载力计算公式，最后给出了一个算例。
This article discusses the joint-types of buckle-type steel tubular scaffold, and analyzes the experiments with load-bearing capacity and load deformation.
本文对扣件式钢管脚手架杆件接头型式问题，从承载能力，受荷变形方面进行了试验和分析。
Whether it is big or small eccentric eccentric column , using paste to the Joint Central longitudinal reinforcement of the column increases the bearing capacity and ductility than the obvious.
无论是大偏心受压柱还是小偏心受压柱，采用纵环向联合粘贴的加固柱承载力及延性进步幅度较明显。
The static load test was done on the frame beam strengthened by CFRP with frame joint anchored in different mode, and the bearing capacity, deflection and width of crack was surveyed.
对采用不同梁端锚固方式的碳纤维布加固框架梁进行静载试验研究，在承载力、挠度及裂缝开展等方面进行了综合比较和分析。
It was shown that the density of joint greatly affected the bearing capacity of surrounding rocks.
研究表明：岩体中节理密度对岩体的承载能力影响很大。
The strength of the joint affects the ultimate bearing capacity of jointed rock foundations greatly unless the obliquity is too small or too large.
节理强度对岩石地基的极限承载力影响很大，但当节理倾角比较小或比较大时，节理的强度对计算结果的影响并不显著。
The vertical bearing capacity of bamboo joint pile in the engineering was researched.
通过竹节桩在实际工程中的应用，对单桩竖向承载力进行了试验研究。
At last, the suggested design formula of the bearing capacity for these two types of joint is presented.
最后给出了这两种节点承载力计算的建议公式。
Moreover, through comparision of the planar K-joints, the load bearing capacity ratio of multiplanar KK-joint and planar K-joint is also obtained.
另外，通过与平面K型节点对比，得出空间节点与平面节点承载力的比值。
According to the collapse mechanism of the joint in tension, the collapse model was proposed, and the bearing capacity formula of the joint in tension was derived by the punching shear method.
根据受拉球节点的破坏机理，提出了受拉球节点的破坏模型，用冲剪法得到其承载力计算公式。
The results show that there is the influence of the flank and the hoop and the arch to the ultimate bearing capacity of the weakened section of the joint.
通过对比研究，探讨板、箍筋及拱的作用对混凝土极限承载力的影响。
The effect of the chord tension on the bearing capacity of the spatial penetrated joint were studied by FEA, the local code and the design bearing capacity criteria.
针对规范主弦杆受拉则不考虑主弦杆轴力变化对节点承载力的影响，进行主弦杆轴力变化对节点承载力影响的非线性有限元分析，并与规范计算值比较。
The effect of the chord tension on the bearing capacity of the spatial penetrated joint were studied by FEA, the local code and the design bearing capacity criteria.
针对规范主弦杆受拉则不考虑主弦杆轴力变化对节点承载力的影响，进行主弦杆轴力变化对节点承载力影响的非线性有限元分析，并与规范计算值比较。
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