基于高强箍筋约束混凝土柱的承载耗能能力试验研究  

Experimental Study on Bearing Capacity of Concrete Columns Confined by High Strength Stirrups

作　　者：张峰[1] 

机构地区：[1]淮北职业技术学院,安徽淮北235000

出　　处：《太原学院学报（自然科学版）》2017年第2期10-14,共5页Journal of TaiYuan University:Natural Science Edition

摘　　要：文章通过对比分析三组6个高强箍筋约束的高强混凝土柱低周反复水平加载试验,研究了普通强度和高强度钢筋构件的承载和耗能能力。研究的结果不仅可以针对高强箍筋约束的高强混凝土构件的应用推广提供必要的理论基础,而且对钢筋混凝土结构的抗震设计具有较好的参考价值。Through the horizontal low cyclic loading test and comparative analysis of three groups of 6high-strength stirrup confined concrete column,the bearing capacity and energy dissipation capacity of normal strength and high strength steel components are studied.The research results not only provide the necessary theoretical basis for application of high-strength stirrup confined concrete,but also offer a valuable reference to the seismic design of reinforced concrete structure.

关 键 词：高强 混凝土柱 抗震性能 

分 类 号：TU375[建筑科学—结构工程]