摘要
本文的目的在于介绍予应力混凝土构件设计采用"索梁分载法"计算理论根据上的正确性。
This writing is only an introduction on the method of design of prestiess concrete members, individually the main part by cable-prestiess concrete, another by main forced concrete, and that is confirmable.
出处
《基建优化》
2005年第2期8-10,共3页
Optimization of Capital Construction
关键词
予应力砼
予应力索配筋砼
普通配筋砼
prestiess concrete
cable-prestiess concrete
main-forced concrete
