东南大学学报（英文版）2013，Vol.29Issue(1)：66-72,7.DOI:10.3969/j.issn.1003-7985.2013.01.014
钢筋增强ECC双筋梁受弯性能研究
Flexural behaviors of double-reinforced ECC beams
摘要
关键词
高延性水泥基复合材料(ECC)/极限承载力/极限曲率/延性/参数分析Key words
engineered cementitious composites (ECC)/ultimate carrying capacity/ultimate curvature/ductility/parametric study分类
建筑与水利引用本文复制引用
颜嫄,许赟,汪逊,潘金龙..钢筋增强ECC双筋梁受弯性能研究[J].东南大学学报（英文版）,2013,29(1):66-72,7.基金项目
The National Natural Science Foundation of China (No.51278118),Program for Special Talents in Six Fields of Jiangsu Province (No.2011JZ010),the Natural Science Foundation of Jiangsu (No.BK2012756),the National Undergraduate Innovative Experiment Program (No.111028660). （No.51278118）
