... 框架结构 frames 框架异型节点 abnormal joint 框架预应力锚杆 frame supporting structure with pre-stressed anchor bars ...
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RC abnormal joint 钢筋混凝土异型节点
abnormal joint movement 异常关节运动
abnormal joint of rc frame 钢筋混凝土框架异型节点
reinforced concrete abnormal joint 钢筋混凝土异型节点
abnormal movement of false joint 异常假关节活动
Abnormal frame joint 异型节点
abnormal exterior joint 异型边节点
The calculating formula of shear capacity of normal joint panel zone does not fit for abnormal joint panel zone. Based on the experimental results,the calculating formula of shear capacity of abnormal joint panel zone is derived.
根据试验结果,推导了异型节点核心区的抗剪承载力计算公式。
参考来源 - 钢框架异型节点核心区的受剪机理及承载力计算·2,447,543篇论文数据，部分数据来源于NoteExpress
A conception of minor core determined by the small beam and small column, and a conclusion that the shear capacity of abnormal joint depends on minor core are put forward in this paper.
提出了由小梁小柱决定的“小核芯”概念，得出框架异型节点的承载能力取决于异型节点“小核芯”的结论。
Excessive clearance of mechanism joint pair will cause abnormal vibration and noise, accelerate fatigue and wear and seriously affect the dynamic performance of machine.
机构铰接副处过大间隙将引起异常的振动与噪声，加速了疲劳与磨损，严重地影响了机器的动态性能。
Objective: To study the early abnormal X-ray features after hip joint replacement, the causes and their clinical relationship.
目的：探讨髋关节置换术后早期异常X线表现、成因及与临床的关系。
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