摘要
钢结构中H型钢柱翼缘与梁常采用端板式高强螺栓刚性连接节点,计算所需的梁端板厚度通常比与其连接的柱翼缘部分的厚度大,柱翼缘部分必须进行补强设计。文献[3]推导出补强板厚度的计算公式,但补强系数的确定方式较粗略。文中采用遗传算法确定了补强系数的最优值。
In rigid joint of steel structure, high-strength bolt with end plate connection is extensively used where the beam is connected to the flange of H-shaped column. When the thickness of end plate is thicker than the thickness of column flange, the column flange must be stengthened. In literature , the formula for the thickness of backing plate is deduced. However, the calculating method is not enough precise. In the paper, optimum value of backing factor is obtained by genetic algorithm.
出处
《安徽工业大学学报(自然科学版)》
CAS
2008年第4期435-437,共3页
Journal of Anhui University of Technology(Natural Science)
关键词
柱翼缘
补强板
补强系数
遗传算法
column flange
backing plate
backing factor
genetic algorithm