薄柔钢框架节点区刚性试验研究-建筑结构 关键词］刚性；薄柔钢框架；延伸端板连接；节点域 [gap=690]Keywords:stiffness; slender steel frame; extended end plate connection; panel zone
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Touch Panel zone 触摸屏
panel zone of column web 柱腹板节点域
panel-zone 节点板域
the panel zone 转角节点
Panel Zone Model 节点域模型
panel zone deformation 结点区变形
panel zone of joint 节点板域
The codes and the specifications in steel-structure field in China,such as GB50017-2003 , JGJ 99-98 and CECS 102:2002, said the bearing ability of shear force in panel zone must be sufficient, otherwise the inclined stiffener should be applied.
在我国现行钢结构设计规范与规程如GB50017-2003、JGJ99-98、CECS102:2002均对梁柱节点域的抗剪能力提出了具体的要求,并指出当节点域抗剪能力不足时可设置斜向加劲肋。
参考来源 - 节点域斜加劲肋设计计算方法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
This thesis is on the experimental study of the panel zone of welding joints of steel structure.
本文是关于钢结构焊接接点板域的试验研究。
The thickness of a panel zone has a direct influence on the stiffness, strength and deformation steel moment resisting frame, by which the aseismic performance of a frame is also affected.
节点域的厚度直接影响着节点的刚度、强度和变形，从而影响框架的抗震性能。
The codes and specifications of China in steel structure field require that the bearing ability of shear force in panel zone must be sufficient and the inclined stiffener should be applied.
我国现行钢结构设计规范与规程对梁柱节点域的抗剪能力提出了具体的要求，并指出当节点域抗剪能力不足时可设置斜向加劲肋。
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