摘要
通过对九根高强混凝土柱在低周反复荷载作用下受力性能的试验研究,探讨了碳纤维布对高强混凝土柱延性的改善作用,包括加固后柱的破坏形态、滞回曲线、骨架曲线、延性系数等性能特点。试验结果表明,采用碳纤维布横向缠绕高强混凝土柱可显著提高柱的延性,改善柱的抗震性能。
Nine high-strength reinforced concrete columns were tested under cyclic lateral load and constant axial load. The effectiveness of the high-strength reinforced concrete columns strengthened by the CFRP for enhancing its ductility and earthquake-resistance is described. Failure pattern, hysteresis curves, skeleton curves and displacement ductility of the columns are studied systematically in tests. The experiment results show that the ductility of the columns is obviously increased, and seismic behavior is improved.
出处
《世界地震工程》
CSCD
北大核心
2005年第3期7-10,共4页
World Earthquake Engineering
基金
国家自然科学基金项目(50378711)辽宁省教育厅科技项目(2002003)
作者简介
王苏岩（1958-），女，江苏灌云人，副教授，主要从事结构工程与抗震方面的研究．
