节点文献
RC框架结构“强柱弱梁”影响因素的探讨与分析
Discussion of Strong Column-Weak Beam Factors for RC Framework
【摘要】 结合"5.12"汶川大地震的震害分析,分析探讨了钢筋混凝土框架结构所出现的"强梁弱柱"破坏。利用对国内外研究成果的分析和总结,寻求影响"强梁弱柱"破坏的主要因素,以便确定合理的柱梁的抗弯承载力来满足"强柱弱梁"的设计要求,并指出了今后如何满足"强柱弱梁"的研究方向,同时给出了影响"强柱弱梁"的三个关键因素,而对于这些因素如何具体应用到框架结构中则有待进一步探讨。
【Abstract】 Combined with the damage analysis of "5.12" Wenchuan earthquake,it is necessary to analyze the strong column-weak beam damage for RC framework and to find out its main factors based on the research at home and abroad to determine the available flexural capacity of column-beam.According to the flexural capacity,how to satisfy the design demand of strong column-weak beam and four key factors of framework are under discussion.
【关键词】 钢筋混凝土框架结构;
强柱弱梁;
现浇楼板;
楼板有效翼缘宽度;
【Key words】 RC framework; strong column-weak beam; cast-in-place slab; effective flange width;
【Key words】 RC framework; strong column-weak beam; cast-in-place slab; effective flange width;
- 【文献出处】 茂名学院学报 ,Journal of Maoming University , 编辑部邮箱 ,2010年04期
- 【分类号】TU375.4
- 【被引频次】3
- 【下载频次】242