摘要
结合利生体育用品商店改扩建工程中采用的４．９ｍ跨无粘结预应力无梁悬挑板的设计及施工，进行了无粘结预应力筋张拉测试及有限元计算分析，对进一步认识悬挑板的受力变形特点，进行合理设计及正确施工提供了参考。
With the design and construction of unbonded prestressed concrete cantilever slab with the span of 4.9 metres, the tests and the FEM analyses under the load of tension are carried out. References are provided to design and construct cantilever slab.
出处
《工业建筑》
CSCD
北大核心
1997年第8期10-13,共4页
Industrial Construction
关键词
无粘结预应力
悬挑板
钢筋混凝土构件
un-bonded post-tensioned prestressed concrete cantilever slab
