|
|||||
|
|
| 钢管混凝土柱-箱梁内加劲节点的性能研究 | |
| 引用本文： | 赵必大,王伟,陈以一,孟宪德,杨联萍,曲宏. 钢管混凝土柱-箱梁内加劲节点的性能研究[J]. 西安建筑科技大学学报(自然科学版), 2010, 42(1) |
| 作者姓名： | 赵必大 王伟 陈以一 孟宪德 杨联萍 曲宏 |
| 作者单位： | 1. 同济大学土木工程学院,上海,200092 2. 同济大学土木工程防灾国家重点实验室,上海,200092 3. 上海建筑设计研究院有限公司,上海,200041 |
| 基金项目： | 土木工程防灾国家重点实验室科研课题 |
| 摘 要： | 上海光源工程屋盖体系中的箱形截面梁与下半部分插入钢筋混凝土框架柱、内部设置加劲肋且填充混凝土的圆钢管焊接形成钢管混凝土柱-箱梁节点.对该节点进行了大比例试件的静力加载试验,考察了节点的受力性能和破坏模式.试验结果表明试件的破坏模式为梁根部截面的弹塑性局部失稳破坏,且在发生严重的局部失稳后仍然能够继续承载,节点变形能力良好,满足节点承载力高于构件承载力的要求.非线性有限元分析进一步表明,简化的悬臂梁模型能较准确地模拟节点中相应梁的受力性能,梁倾斜放置且根部平齐时对梁承载力的提高有利. |
| 关 键 词： | 钢管混凝土柱-箱梁内加劲连接 局部失稳 试验研究 非线性分析 |
Study on the behavior of inner-stiffened CFT column to box beam joint |
|
| ZHAO Bi-da,WANG Wei,CHEN Yi-yi,MENG Xian-de,YANG Lian-ping,QU Hong. Study on the behavior of inner-stiffened CFT column to box beam joint[J]. Journal of Xi'an University of Architecture & Technology, 2010, 42(1) | |
| Authors: | ZHAO Bi-da WANG Wei CHEN Yi-yi MENG Xian-de YANG Lian-ping QU Hong |
| Affiliation: | ZHAO Bi-da1,WANG Wei2,CHEN Yi-yi2,MENG Xian-de1,YANG Lian-ping3,QU Hong3(1.College of Civil Engineering,Tongji University,Shanghai 200092,China,2.State Key Laboratory for Disaster Prevention in Civil Engineering,3.Shanghai Institute of Architectural Design , Research Co.,Ltd,Shanghai 200041,China) |
| Abstract: | The box-section beams of roof system of Shanghai Synchrotron Radiation Facility welded inner-stiffened tubular which filled concrete and inserted the reinforced concrete frame column.It forms a connection of concrete filled steel tubular column to box-section beam(CFTCBB).In this paper,a large-scale specimen of CFTCBB joint under static loading experiment is carried out and mechanical behaviors and failure patterns of the joint are studied.It is found that the failure patterns of the joint are elasto-plasti... |
| Keywords: | connection of inner-stiffened CFT column to box beam local buckling experimental research nonlinear analysis |
| 本文献已被 CNKI 万方数据 等数据库收录！ | |