摘要
阐述了高强箍筋约束高强混凝土柱的轴心受压承载性能,正截面承载性能及斜截面承载性能的计算与分析。通过工程实例,给出了在PKPM设计计算时将普通箍筋转化为高强箍筋的实践方法并进行了对比,可供相关领域的工程师参考。
This paper describes the calculation and analysis on axial compression capacity, normal section load-bearing capacity and oblique section load-bearing capacity of high-strength hoop constrained high-strength concrete column. Based on engineering practices, the practical methods for conversion of ordinary hoop into high-strength hoop in PKPM design and calculation were put forward and compared with each other, so as to provide references for engineers in related fields.
出处
《建筑技术》
北大核心
2015年第10期949-952,共4页
Architecture Technology
基金
国家自然科学基金项目资助(51308419
51378398和51108348)
浙江省自然科学基金项目资助(LQ13E080005)
关键词
高强箍筋
高强混凝土
混凝土柱
配箍特征值
剪跨比
high-strength hoop
high-strength concrete
concrete column
hoop reinforcement eigenvalue
shear-span ratio
