摘要
简述了钢筋混凝土正截面强度计算理论的发展历程,介绍了其计算理论的特点及其存在的问题,并对今后需要进一步研究的问题进行了展望,为工程设计提供参考。
The developing course of calculation theory of the strength of normal cross section of RC structure is briefly introduced as well as the characteristics of this calculation theory and problems existed. Problem deserved further research is presented in order to provide references for engineering design.
出处
《山西建筑》
2006年第8期68-69,共2页
Shanxi Architecture
关键词
容许应力
极限状态
破坏阶段
allowable stress, ultimate limit state, damage stage
