车轶
个人信息Personal Information
副教授
硕士生导师
性别:男
毕业院校:大连理工大学
学位:博士
所在单位:土木工程系
学科:结构工程
办公地点:综合实验4号楼318
联系方式:Tel: 0411-84707032
电子邮箱:cheyi@dlut.edu.cn
扫描关注
- [21]Wang Q.L., Che Y., Shao Y.B., Wu J..Experimental study on hysteretic behavior of the concrete filled circular CFRP-Steel tubular (C-C...[A],2011,243-249:5512-5516
- [22]Wei, Wei-wei, Gong, Jin-xin, Che, Yi, WW (reprint author), Dalian Univ Technol, Sch Fac Infrastruct Engn, Dalian, Peoples R China..Shear strength model for reinforced concrete beams with web reinforcement[J],MAGAZINE OF CONCRETE RESEARCH,2011,63(6):423-431
- [23]Wei, Wei-wei, Che, Yi, Gong, Jin-xin, WW (reprint author), Dalian Univ Technol, Sch Fac Infrastruct Engn, Dalian, Peoples R China..Shear strength prediction for reinforced concrete beams without stirrups[J],MAGAZINE OF CONCRETE RESEARCH,2011,63(6):433-440
- [24]尤杰, 车轶, 仲伟秋.基于BP神经网络的既有建筑混凝土强度预测[J],建筑科学与工程学报,2011,28(1):70-75
- [25]张申, 徐东坡, 谢庆红, 车轶, Zhang, S.(zhangshenzz@163.com).钢筋混凝土开裂面剪力传递性能试验研究[J],建筑结构学报,2011,32(2):48-53
- [26]Che, Yi, Ban, Shenglong, Cui, Jianyu, Chen, Geng, Song, Yupu.Effect of Specimen Shape and Size on Compressive Strength of Concrete[A],2011,163-167:1375-+
- [27]Yu, Lei, Che, Yi, Zheng, Xinfeng, Gong, Jinxin, Song, Yupu.Effect of Beam Depth and Longitudinal Reinforcement Ratio on Shear Strength of RC Beams[A],2011,163-167:1460-1465
- [28]崔建宇, 车轶, 孙建刚, 宋玉普, 渡边史夫, Cui, J.-Y..钢筋混凝土框架顶层T型中节点抗剪强度计算模型[J],北京工业大学学报,2011,37(7):986-992
- [29]车轶.地震作用下砌体结构的数值模拟[A],2011,38-38
- [30]梁城宇, 车轶, 仲伟秋.多层砌体结构的地震反应分析[J],土木工程学报,2010,S1:468-472
- [31]车轶, 武玉赞, 仲伟秋, Che, Y.(cheyi@dlut.edu.cn).钢纤维混凝土梁抗剪强度截面分析方法[J],大连理工大学学报,2010,50(6):1003-1007
- [32]梁城宇, 车轶.地震作用下砌体结构的数值模拟[A],2010,83-89
- [33]于磊, 宋玉普, 车轶.钢筋混凝土无腹筋梁抗剪强度预测[A],2010,165-170
- [34]郑新丰, 班圣龙, 车轶.高强钢筋高强混凝土梁弯曲性能尺寸效应试验[A],2010,192-197
- [35]陈庚, 周红, 车轶.混凝土立方体抗压强度尺寸效应研究[A],2010,229-234
- [36]Che Y., Yu L., Song Y.P..Shear strength of reinforced concrete beams without web reinforcement[A],2010,787-790
- [37]周红, 车轶, 陈庚, 宋玉普.混凝土立方体与圆柱体劈裂抗拉强度尺寸效应研究[J],混凝土,2010,8:13-15,20
- [38]于磊, 车轶, 宋玉普.若干规范无腹筋梁受剪承载力公式比较[J],水利水电科技进展,2010,30(4):90-94
- [39]魏巍巍, 贡金鑫, 车轶, Wei, W.(3134586weiweiwei@gmail.com).无腹筋钢筋混凝土受弯构件基于修正压力场理论的受剪计算[J],建筑结构学报,2010,31(8):79-85
- [40]崔建宇, 车轶, 孙建刚, 宋玉普, 渡边史夫, Cui, J.(jianyucui2005@yahoo.com.cn).配筋形式对框架顶层角节点抗震性能影响试验研究[J],建筑结构学报,2010,31(8):71-78