摘要
本文简要介绍了10m跨度的后张预应力悬臂结构的承载能力和变形试验性能以及在中央电视塔等一些新的预应力混凝土结构中的应用。
This paper introduces the bearing characteristics and deformation of a post-tensioned concrete cantilever of 10 m span under loading test, and its practical application in new prestressed concrete structures, such as Beijing Central Television Tower etc.
出处
《建筑科学》
1992年第1期3-8,共6页
Building Science
