谈钢筋混凝土壳板单元的配筋设计

摘要

According to the situations for the traditional design methods, including the neglecting of partial inner force of the wall plates and the walls simulated with the shell element, and the smaller reinforcement in the calculation, undertakes some treatment for its inner force, and has the design by combining with the current Design Regulation of Concrete Structure, so as to improve the safety of the shell plates.%针对传统的设计方法用壳单元模拟的墙、壁板忽略部分内力,计算出的钢筋量偏小的情况,提出了新的模型,并对其内力进行了处理,较好地结合现行的《混凝土结构设计规范》进行了设计,从而使壳板安全度有所提高。