摘要
对《钢筋混凝土异形柱设计规程》(DBJ T1 5— 1 5— 95)中T形和L形截面柱的计算方法进行了探讨。作者认为作用于T形截面非对称轴弯矩较大时 ,以及作用于L形截面的双向弯矩值较大时 ,规程的方法是不合理的 ,并通过算例进行了验证 。
The calculation method of T shaped and L shaped columns presented by Specification for Design of Reinforcement Concrete Special shaped Columns (DBJ/T15—15—95) is discussed.The calculation method is not very rational when the moment on the unsymmetrical plan of T shaped columns or the compound bending moment on L shaped columns is big.It is proved by an example.The designers must pay attention to it.
出处
《建筑结构》
CSCD
北大核心
2001年第4期54-57,共4页
Building Structure
关键词
异形桩
钢筋混凝土
T形截面
L形截面
结构设计
special shaped columns
reinforcement concrete
T shaped section
L shaped section
calculation method
structure design
