摘要
在钢 -混凝土组合框架中 ,出于经济效益考虑 ,采用根据简单塑性计算方法推导的节点受弯承载力计算公式能够更加准确地反映节点的实际受力性能。介绍了考虑混凝土板纵向钢筋作用的端板型半刚性组合节点受弯承载力的计算方法 ,计算结果表明 。
For a semi rigid steel concrete composite frame,in order to account for the relevant benefits,the moment resistance calculation method of the composite joints based on the simplified plastic design method can more accurately reflects the actual performance In this paper,a calculation method is deduced to predict the moment resistance of semi rigid steel concrete composite joints The proposed formulas in which the effects of the slab reinforcement on the moment resistance are taken into account are also introduced The calculated results are shown to be in good agreement with the test results
出处
《钢结构》
2003年第1期16-19,共4页
Steel Construction
