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结合瑞通广场的结构设计，阐述了逆向结构转换层区别于一般转换层的受力特点。通过电算分析对比，证明利用混凝土斜柱作压杆的转换桁架，传力直接，能够充分地利用混凝土结构承压性能好的优点。
Based on the structural design of Ruitong Square, the stress characteristics of the reversed structure conversion layer different from the general conversion layer are described. Through computerized analysis and comparison, it was proved that the use of a concrete inclined column as the conversion truss of the pressure rod, direct transmission of force, and can fully take advantage of the bearing structure of the concrete structure.