摘要
本文是作者对《混凝土结构设计规范》(报批稿)中关于承载能力极限状态设计方法的学习体会,着重介绍对钢筋混凝土和预应力混凝土构件承载能力计算方法的重要修订和增订内容,包括构件的正截面承载力、斜截面受剪承载力和复合力作用下的构件扭曲截面承载力的计算。
This paper briefly presents the learring experiences for the design method of ultimate capacity limit state in the newly revised 《Code for Design of Concrete Structures》 of China. Emphasis is laid upon the main parts, which have been modified and supplemented in the new Code, including the calculation method for the design of resistance in normal cross section and in diagonal cross section, as well as in twisty cross section under complex action of forces for the reinforced concrete and prestressed concrete elements.
出处
《建筑科学》
1989年第1期48-55,共8页
Building Science
