摘要
提出不对称配筋圆形截面受弯构件的设计计算方法,编制计算程序,并给出适用于手算的简化计算方法和图表.通过算例表明,采用不对称配筋较圆周均匀配筋构件可大幅度节省钢材.
This paper proposes the design and calculation method and computerize program of unsymmetrical reinforcement bending member with circular section,and gives simplification calculation method and diagrams.By computerize examples,it has shown that much more reinforcement can be saved by using the method of unsymmetrical reinforcement than that of uniform distributed reinforcement.
出处
《沈阳建筑工程学院学报》
1998年第3期246-251,共6页
Journal of Shenyang Archit Civil Eng Univ: Nat Sci
关键词
钢筋混凝土
受弯构件
不对称配筋
护壁桩
设计
reinforced concrete
circular section
member in bending
unsymmetrical reinforcement
dising method