| 梁柱剪力板柔性连接计算的探讨 |
| |
| 引用本文： | 贾冬云.梁柱剪力板柔性连接计算的探讨[J].合肥工业大学学报(自然科学版),2006,29(2):201-204. |
| |
| 作者姓名： | 贾冬云 |
| |
| 作者单位： | 安徽工业大学,建筑工程学院,安徽,马鞍山,243002 |
| |
| 摘 要： | 钢结构节点设计中,梁与柱弱轴方向的柔性连接常采用剪力板高强螺栓连接,螺栓群所承受的荷载有竖向力和偏心力矩。但国内设计资料对偏心值e的取值不同。文章建立了梁与柱腹板以剪力板柔性连接的分析模型,推导出偏心缩减值er的计算公式,与美国设计公式的计算结果进行比较,并以实际工程节点算例证明公式的可行性。
|
| 关 键 词： | 柔性连接 弱轴 剪力板 偏心缩减值 |
| 文章编号： | 1003-5060(2006)02-0201-04 |
| 修稿时间： | 2005年3月23日 |
Study on calculation of beam-column flexible connection with the shear plate |
| |
| JIA Dong-yun.Study on calculation of beam-column flexible connection with the shear plate[J].Journal of Hefei University of Technology(Natural Science),2006,29(2):201-204. |
| |
| Authors: | JIA Dong-yun |
| |
| Abstract: | In the connection design of steel structure,the shear plate with high-strength bolt connection is extensively used at the flexible joint where the beam is connected to the weak axis of the column.However,in domestic design data,the eccentricity value e is taken in different ways.In the paper,the analytical model of the flexible joint where the beam is connected to the column web with the shear plate is established;the formula for the reduced eccentricity value e__r is deduced,and the calculation results are compared with the results of American formula.The formula is proved feasible by the connection design in an actual project. |
| |
| Keywords: | flexible joint weak axis shear plate reduced eccentricity value |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
|
