期刊文献+

钢结构上下顶底角钢半刚性连接极限弯矩探讨 被引量:3

Research on Ultimate Moment of Top-and Seat-angle Connections in Steel Structures
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摘要 通过有限元分析得到顶底角钢半刚性连接的受力情况以及上角钢塑性铰发展状况,根据这些特点给出相应的力学模型,并提出顶底角钢半刚性连接极限弯矩的计算公式。将计算公式与有限元分析结果进行比较,二者相吻合,表明提出的顶底角钢半刚性连接极限弯矩计算公式具有一定的参考价值。 The stress of top- and seat-angle semi-rigid connections and development of plastic hinge were obtained through finite element analysis. According to these characteristics, a new mechanical model of calculating the ultimate moment Of the connections was put forward. The result of the finite element snalysis is consistent with that of the mechanics model through comparing, which indicates that the mechanical model was correct.
作者 李国华 顾强
出处 《武汉理工大学学报》 EI CAS CSCD 北大核心 2006年第4期48-51,共4页 Journal of Wuhan University of Technology
基金 国家自然科学基金(50378058)
关键词 顶底角钢 连接 极限弯矩 top- and seat-angle connections ultimate moment
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参考文献5

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引证文献3

二级引证文献15

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