杨  溥¹    梁莉军²    黄宗明¹
    （1重庆大学土木工程学院400045； 2 深圳华艺设计顾问有限公司  518031）

[提要]  按2002新规范和89旧规范对两栋不规则钢筋混凝土空间框架进行了对比设计，比较了按新、旧规范设计的构件配筋的差异，并分析了造成这些差异的原因。
[关键词]  设计规范  不规则结构  钢筋混凝土框架  对比设计

The force and reinforcement of two irregular frame structures are calculated according t0 2002 new codes and 89 old codes, the difference of reinforcement in the frame is compared. The reason to cause this difference of columns is analyzed according to corresponding rules of codes.
Keywords: design code; irregular structure; concrete frame; comparison design