支撑节点板与钢梁柱连接的内力计算方法比较  

Comparison of Calculation Methods for Internal Force of Gusset-to-beam and Gusset-to-column Joints

作　　者：刘维亚[1] 练贤荣 费金祖 

机构地区：[1]华森建筑与工程设计顾问有限公司,深圳518067

出　　处：《建筑结构》2003年第3期43-45,共3页Building Structure

摘　　要：对钢结构支撑节点板与梁、柱连接处内力计算方法进行了初步探索 ,并对国内常用的简化计算法和美国AISC建议的均匀力法进行了比较。结合实际工程 ,给出了一般节点及特殊节点的计算实例 ,可供同类工程参考。The ways of calculation for internal force,which acts at the gusset to beam and the gusset to column,are introduced,and the results of other calculation methods are compared with the Uniform Force Method.Combined with practical engineering,we give some calculation examples for general joint and special joint for reference to similar engineering.We suggest adopting the Uniform Force Method or more optimum calculation method to treat with the same question.

关 键 词：支撑 节点板 钢 梁 柱 连接 内力 均匀力法 钢结构 

分 类 号：TU391[建筑科学—结构工程]