| 偏心受剪螺栓群的极限状态计算方法 |
| |
| 引用本文： | 徐重人. 偏心受剪螺栓群的极限状态计算方法[J]. 钢结构, 2014, 29(10): 39-40 |
| |
| 作者姓名： | 徐重人 |
| |
| 作者单位： | 广州容柏生建筑结构设计事务所,广州,510170 |
| |
| 摘 要： | 螺栓群在偏心剪力作用下会产生附加弯矩.目前常用的设计方法为弹性计算方法,但极限状态计算结果与试验结果更加吻合.通过工程上常用的实例来比较弹性和极限状态两种计算方法的结果.经过大量运算,得出两种方法的规律性变化.
|
| 关 键 词： | 偏心剪力 螺栓群 极限状态算法 规律性变化 |
THE ULTIMATE STRENGTH METHOD OF ECCENTRICALLY SHEARED BOLTS CONNECTION |
| |
| Xu Zhongren. THE ULTIMATE STRENGTH METHOD OF ECCENTRICALLY SHEARED BOLTS CONNECTION[J]. Steel Construction, 2014, 29(10): 39-40 |
| |
| Authors: | Xu Zhongren |
| |
| Affiliation: | Xu Zhongren (RBS Architectural Engineering Design Associates, Guangzhou 510170, China) |
| |
| Abstract: | Additional bending moment of bolts would be produced under the eccentric shear force. The elastic method is the common design method currently; but the results of the ultimate strength method are closer to the experimental results. In this paper, the elastic method and ultimate strength method were compared through common engineering examples,and after a lot of computations, the varying regularity of two methods was got. |
| |
| Keywords: | eccentricity shear bolts ultimate strength method varying regularity |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
