摘要
以结构力学和钢筋混凝土塑性设计的原理为基础 ,推导了弯矩调幅系数 β与截面所需转角值的关系 ,为钢筋混凝土超静定结构的塑性设计提供了依据。
Based on the theory of structure mechanics and reinforced concrete plastic design,this article establishes the relation between moment modification factor and section corner.It affords the accordance for the plastic design of reinforced concrete hyper static structure.
关键词
钢筋混凝土
弯矩调幅
塑性设计
reinforced concrete
moment modification
plastic design
