Beam-To-Column Connection Research In Japan
Beam-To-Column Connection Research In Japan
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日本的梁柱连接研究
DOI：
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发表时间：
1982
期刊：
影响因子：
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通讯作者：
B. Kato
中科院分区：
文献类型：
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作者：
B. Kato
介绍了日本梁柱节点的研究现状。探讨了在地震荷载主导结构设计的特殊情况下，钢结构框架梁柱节点的设计思想。强调了节点板良好的剪切变形能力对框架整体延性贡献的重要性，并指出应加强节点板的整体延性以抵抗大震。提出了一些适合抗震设计的梁柱抗弯连接设计准则。
Present status of the research on the beam-to-column connection in Japan is reviewed. The design philosophy of beam-to-column moment connections of steel building frames under the unique situation that the earthquake loading dominates the structural design is discussed. The importance of the contribution of the excellent shear deformation capacity of joint-panels to the overall ductility of the frames which should be developed against the extreme earthquake is emphasized. Some design criteria for the beam-to-column moment connections suitable for seismic design are suggested.