节点文献
芯柱对混凝土框架柱轴压比限值的影响分析
THE ANALYSIS OF CORE COLUMN INFLUENCES ON THE LIMIT VALUES OF AXIAL COMPRESSIVE RATIO FOR THE CONCRETE FRAME COLUMNS
【摘要】 在柱截面界限破坏条件下对芯柱可提高的轴压比进行了公式推导和计算。讨论了芯柱配筋率、混凝土强度等级和纵筋类别等因素的影响。对芯柱可提高的轴压比限值提出了设计建议值。
【Abstract】 The formulae of improving limit values of axial compressive ratio by the core column according to bound failure condition of column crosssection are derived and calculated.Analyze the influences of core column′s bar ratio、strength of concrete、longitudinal reinforcement classification etc are analyzed. Finally, some suggestions of design of improving limit values of axial compressive ratio by the core column are proposed.
【关键词】 芯柱;
框架柱;
轴压比;
界限破坏;
【Key words】 core column frame column limit values of axial compressive ratio bound failure;
【Key words】 core column frame column limit values of axial compressive ratio bound failure;
【基金】 陕西省自然科学研究项目(2002F201);长安大学青年科技发基金课题
- 【文献出处】 工业建筑 ,Industrial Construction , 编辑部邮箱 ,2005年S1期
- 【分类号】TU375.4
- 【被引频次】9
- 【下载频次】197