|
|||||
|
|
| 弯、剪、扭共同作用下刚接圆管柱柱脚计算 | |
| 引用本文： | 靳慧,张其林,许志民.弯、剪、扭共同作用下刚接圆管柱柱脚计算[J].工业建筑,2005,35(12):84-87. |
| 作者姓名： | 靳慧 张其林 许志民 |
| 作者单位： | 1. 东南大学,土木工程学院,南京,210096 2. 同济大学,建筑工程系,上海,200092 3. 新乡天丰钢板开发有限公司,新乡,453000 |
| 摘 要： | 对于户外广告牌和交通标志,经常采用F型单肢钢管柱。由于风载荷是控制载荷,柱脚受力为偏心受压,偏心受剪,承受很大的双轴弯矩和水平扭矩,底板与锚栓的设计计算与一般型钢柱有所不同,柱脚弯矩对其抗剪承载能力有很大提高,计算时应考虑其影响。 |
| 关 键 词： | 钢管柱 柱脚 底板 锚栓 |
| 收稿时间： | 09 15 2005 12:00AM |
| 修稿时间： | 2005年9月15日 |
CALCULATION OF STEEL-PIPE COLUMN BASE CONNECTION UNDER A COMBINATION LOADING OF COMPRESSION, SHEAR AND TWISTING |
|
| Jin Hui,Zhang Qilin,Xu Zhimin.CALCULATION OF STEEL-PIPE COLUMN BASE CONNECTION UNDER A COMBINATION LOADING OF COMPRESSION, SHEAR AND TWISTING[J].Industrial Construction,2005,35(12):84-87. | |
| Authors: | Jin Hui Zhang Qilin Xu Zhimin |
| Affiliation: | 1.College of Civil Engineering, Southeast University Nanjing 210096;2.Department of Building Engineering, Tongji University Shanghai 200092;3.Xinxiang Tianfeng Steel Sheet Development Corporation Xinxiang 453000 |
| Abstract: | F-type steel-pipe column is often used for outdoor advertisement board and traffic sign. The wind load is the control load. The column base is under eccentric compression and sheafing force. The bending moments of two axial directions and the twisting moment are large. Based on classical methods a design and calculation procedure are proposed for the base-plate and anchor bolts of steel-pipe column base connections, which is different from that of the profile steel column base. |
| Keywords: | steel-pipe column column base base-plate anchor bolt |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |