摘要
本文简要介绍了《混凝土结构设计规范》(GB5 0 0 10 - 2 0 0 2 )在提高结构可靠度方面对GBJ10 -89所作的修改。通过对一个工业厂房楼盖算例的计算分析 。
The main amendments for higher degree of reliability in RC Structure Design Code (GB50010-2002) against GBJ10-89 are brieflg described in this paper. A roof of an example industrial structure is analyzed and designed, and the quantities and cost of reinforcing bars are compared to show the effects of amendments upon design factors and capacity calculation formulas in new version code against old one.
出处
《北京建筑工程学院学报》
2002年第4期45-47,共3页
Journal of Beijing Institute of Civil Engineering and Architecture
关键词
钢筋混凝土结构
钢筋用量
结构可靠度
structure degree of reliability
design factors
quantities of reinforcing bars
cost
