摘要
用弹性理论分析了预应力砼连续梁次弯矩的计算方法和步骤,并对几种典型配筋方式提出查表计算方法,该方法方便适用。
According to the elastic theory, this paper analyzes methods and steps calculating secondary bending moment at prestressed concrete continuous beams. It presents a method looking up table calculating some tapical reinforcement ways, this method is convenient and useful to designing.
出处
《沈阳建筑工程学院学报》
1992年第4期385-389,共5页
Journal of Shenyang Archit Civil Eng Univ: Nat Sci
关键词
连续梁
弯矩
预应力混凝土
载荷
prestressed concrete
continuous beam
bending moment
equivalent loading