基于半刚性节点组件法的修正设计方法  

The modified design method based on semi rigid node component method

作　　者：黄文娜[1] 白睿[1] 

机构地区：[1]深圳市天华建筑设计有限公司,广东深圳518052

出　　处：《山西建筑》2016年第22期53-54,62,共3页Shanxi Architecture

摘　　要：基于弹性地基梁理论,对EC3组件法中无加劲肋柱腹板的刚度计算方法进行了修正,并将其计算结果与试验及有限元计算结果作了对比,指出修正计算方法优于现行设计理论,是一种更可靠准确的半刚性节点设计方法。Based on the elastic foundation beam theory,this paper modified the rigidity calculation method of non stiffened column web in EC3 component method,and compared its calculation results with the experimental and finite element calculation results,pointed out that the modified calculation method was better than the current design theory,was a more reliable and accurate semi rigid node design method.

关 键 词：组件法 节点刚度 弹性地基梁 无加劲柱腹板 

分 类 号：TU318.1[建筑科学—结构工程]