摘要
本文结合实际工程 ,对柱网布置不规则的无粘结预应力混凝土板 -柱结构的整体受力分析与设计、预应力混凝土转换板的有限元分析与设计方法做了较为深入的探讨 ,可为同类工程提供借鉴。
Based on the engineering practice, the global mechanic analysis and design method of the prestressed slab column structure in irregular column layout are discussed, and the finite element analysis method of the prestressed concrete transition slab is studied in this paper. The results may provide references for similar engineering projects.
出处
《结构工程师》
2001年第2期1-5,共5页
Structural Engineers