无粘结部分预应力混凝土连续梁次弯矩及其影响

Prestress without bond concrete continuous beam bending moment and its influence

阐述了次弯矩的产生机理 ,总结了ACI、CEB和我国规范对次弯矩的认识 ,论述了次弯矩对结构性能的影响及在预应力砼连续梁中应用弹性理论和塑性理论的范围和条件。

Explained the theory of bending moment,summarized the understanding of ACI?CEB and our country criterion about bending moment,discussed the infection to structure capabiity of bending moment and the conditions of prestress without bond concrete continuous beam are used in the theory of flexibility.