摘要
计算了某工程大跨度无粘结预应力混凝土框架梁施工时的预应力筋张拉伸长值和预应力施工损失值。
It is calculated that the tensibility valve of tensioning prestresed reinforcement and the prestressing loss value of the bondless prestressed concrete frame beams with large-scale space in a constructing engineering.
出处
《工业建筑》
CSCD
北大核心
1999年第4期32-36,共5页
Industrial Construction
