摘要
通过梁的纯弯试验和柱的低周反复荷载试验,研究了自密实高性能混凝土构件的抗弯性能和抗震性能,主要分析了破坏形态、特征荷载、延性性能、刚度退化以及耗能能力.结果表明:自密实混凝土构件具有与普通混凝土构件相近的抗弯、抗震性能,可以参照普通混凝土设计规范进行设计.试验结果为自密实高性能混凝土的推广提供了依据.
In this paper,it studies the bending performance of self-compacting high performance concrete beam under the concentrative loads and the seismic performance of SCC column under the low reversed cyclic loads,emphasizes on analyzing the failure pattern,characteristic loads,ductile performance,stiffness degradation and energy dissipation capacity.The study shows that the bending performance and seismic performance of the selfcompacting high performance concrete members are similar to those normal concrete members.The test results provide useful references for the popular application.
出处
《北京工业大学学报》
EI
CAS
CSCD
北大核心
2010年第7期942-947,共6页
Journal of Beijing University of Technology
基金
北京市科技新星计划资助项目(2005B09)
北京市2005年留学人员科技活动择优资助项目
关键词
自密实高性能混凝土
低周反复荷载
抗弯性能
抗震性能
self-compacting high performance concrete
low reversed cyclic loads
bending performance
seismic performance