摘要
为了研究型钢高强高性能混凝土框架节点的抗震性能,进行了5榀缩尺比例为1/4的框架中节点的低周反复加载试验,对不同混凝土强度等级、不同轴压比下梁柱节点的受力特点、应变分布、裂缝开展模式、破坏形态、变形特征、延性性能进行了研究。结果表明,型钢高强高性能混凝土框架节点的破坏过程与普通型钢混凝土框架节点相似,相同条件下节点的延性性能和耗能能力较普通型钢混凝土节点的略差,但型钢对高强高性能混凝土的有力约束改善了其本身延性差带来的不利于抗震的脆性特征,设计合理的型钢高强高性能混凝土框架节点具有良好的位移延性和滞回特性。
To understand mechanical characteristics and seismic behaviors of steel reinforced high strength and high performance （SRHSHPC） frame joints, cyclic loading tests were carried out on five 1/4-scale interior joints. The study was focused on joints＇ mechanical character, stress distribution, crack development, failure mode and ductility under different concrete strength grade and different axial load. The result indicates that failure process of SRHSHPC frame joints is similar to that of ordinary steel reinforced concrete frame joints, but the ductility and energy dissipation ability of the former is slightly inferior to those of the latter. Effective constraint of steel to the concrete improves brittleness character caused by concrete＇s bad ductility. Well designed SRHSHPC frame joint accesses good displacement ductility and hysteretic behavior.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
2008年第3期128-136,共9页
Journal of Building Structures
基金
国家自然科学基金资助项目(50378080)
陕西省教育厅专项科研计划项目(06JK263)
关键词
型钢混凝土结构
高强高性能混凝土
框架节点
试验研究
抗震性能
steel reinforced concrete structure
high performance and high strength concrete
frame joints
experimental study
seismic behavior
作者简介
郑山锁（1960-），男，陕西渭南人，工学博士，教授。
