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1)  panel zone
刚架节点
2)  beam-column joint of portal frame
门式刚架梁柱节点
3)  the connection of new style steel portal frame
新型门式刚架梁柱节点
4)  joint stiffness
节点刚度
1.
The influence of joint stiffness on the stability of geodesic single-layered reticulated shells with initial imperfection;
节点刚度对有缺陷短程线球面网壳稳定性的影响
2.
The effect of joint stiffness on mechanical behaviors of steel frames;
节点刚度对钢框架力学性能的影响分析
3.
Stability behavior of joint stiffness on the single-layer reticulated shell of badminton arena for 2008 Olympic Games;
节点刚度对2008奥运羽毛球热身馆单层网壳稳定性影响研究
5)  rigid joint
刚性节点
1.
According to the brittle failure form and mechanics of steel frame rigid joint,the design suggestion of the joint is proposed for improving the ductity of the joints.
针对钢框架梁柱栓焊混合刚性节点易出现的焊缝脆性破坏形式及其机理,对节点构造设计提出了改进意见,即在节点位置加焊楔形盖板。
2.
Based on the experimental study of 3 kinds rigid joints for concrete filled steel tubular framed structures,the transfer behavior and working mechanism is analysed.
根据 3种常见的钢筋混凝土框架梁柱刚性节点的试验研究 ,进一步验证了刚性节点传力性能与工作机理 ,并与浇灌混凝土之前的空钢管框架梁柱刚性节点的传力性能进行了比较 ,给出了每种形式节点处复杂高应力区的范
3.
Based on the experimental study of six common kinds of rigid joints for con- crete filled steel tubular framed structure, author analyzes the transfer behavior and working mechanism of steel tube and concrete at the joint, compares with vacant steel tubular framed structure before filled with concrete, and gives the range of complex and high stress area at every kind of joints in this paper.
本文根据6种常见的钢管混凝土框架梁柱刚性节点的试验研究,分析了节点处钢管和混凝土的传力性能与工作机理,并与浇灌混凝土之前的空钢管框架梁柱刚性节点的传力性能进行了比较,给出了每种形式节点处复杂高应力区的范围。
6)  rigid joints
刚性节点
1.
In order to study the fire-resistance of rigid joints in steel frames, four full-scale intermediate joints were tested and studied with 3D nonlinear finite element analysis software.
试验表明:刚性节点耐火时间较短,一般能持续20min左右;柱腹板设加劲肋可明显提高节点临界温度和极限转角;全焊节点抗火临界温度略高于栓焊节点,二者破坏时的极限转角相差不大。
补充资料:钢管混凝土柱刚架结构


钢管混凝土柱刚架结构


撇 钢管混凝土柱刚架结构
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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