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[2] | Zhang Peng, Liu Wenbing, Deng Yu, Qu Jian, Guo Jiajia, Yu Zhaohang, Zhao Simin. EXPERIMENTAL STUDY OF CRACK OF CFRP - PCPS COMPOSITES REINFORCED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 72-76. doi: 10.13204/j.gyjz201504013 |
[3] | Ding Ting Ye Yinghua Liu Yan, . EXPERIMENTAL RESEARCH ON EFFECTS OF CRACK WIDTH ON THE CONDUCTIVE PROPERTY OF CFCC FOR AIRPORT PAVEMENT DEICING[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 118-121. doi: 10.13204/j.gyjz201507024 |
[4] | Shi Mingzheng. CRACK CONTROL OF PRESTRESSED CONCRETE STRUCTURES BASED ON NOMINAL TENSILE STRESS METHOD[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 64-66,11. doi: 10.13204/j.gyjz201311015 |
[5] | Liu Chao, Bai Guoliang, Feng Xiangdong, Zhang Fengjian, Yin Lei, Xu Jie. STUDY ON CRACK WIDTHS OF NORMAL SECTIONS OF RECYCLED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 64-67. doi: 10.13204/j.gyjz201305014 |
[6] | Li Longqi, Zhou Donghua, Xu Bin, Wang Peng. THE LARGEST DIAMETER OF STEEL BAR FOR CONTROLLING CRACK WIDTH OF REINFORCED CONCRETE MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 88-92. doi: 10.13204/j.gyjz201312016 |
[7] | Han Zhibo, Ding Yining. EXPERIMENTAL STUDY ON CRACK MONITORING OF HYBRID FIBERS HIGH PERFORMANCE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 102-105. doi: 10.13204/j.gyjz201211022 |
[8] | Xiong Xueyu, Gao Feng, Li Yaming. EXPERIMENT AND CALCULATION OF CRACK CONTROL ON PRESTRESSED STEEL REINFORCED CONCRETE FRAME BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 20-23,7. doi: 10.13204/j.gyjz201112005 |
[9] | Xiong Xueyu, Gao Feng, Li Yaming. EXPERIMENTAL INVESTIGATION AND CRACK RESISTANCE ANALYSIS ON LARGE SCALE PRESTRESSED STEEL REINFORCED CONCRETE FRAME[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 16-19. doi: 10.13204/j.gyjz201112004 |
[10] | Gao Ruiping, Qiu Hongxing, Hu Tao, Ding Zhenkun, Lan Zongjian. EXPERIMENTAL RESEARCH ON CRACK WIDTH OF HRB500 STEEL BARS RC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 66-70. doi: 10.13204/j.gyjz201003016 |
[11] | Zhao Yong, Wang Xiaofeng, Su Xiaozu, Cheng Zhijun. EXPERIMENTAL RESEARCH ON THE EFFECTS OF SURFACE REINFORCEMENT ON CRACK SPACING AND WIDTH OF REINFORCED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 29-32. doi: 10.13204/j.gyjz200911008 |
[12] | Zhang Wei, Geng Shujiang, Zhu Jianguo, Jiang Tao, Wang Mingping. EXPERIMENTAL RESEARCH ON CRACK WIDTH ON REINFORCED CONCRETE BIAS COLUMN WITH HRBF500[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 22-25. doi: 10.13204/j.gyjz200911006 |
[13] | Xu Jie, Dai Hang, Zhao Guodong, Fu Chuanguo, Zhou Xiaona. EXPERIMENTAL STUDY AND THEORETICAL ANALYSIS ON CRACK CONTROL THEORY OF PRESTRESSED STEEL REINFORCED CONCRETE (PSRC) BEAM[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 88-92. doi: 10.13204/j.gyjz200805021 |
[14] | Qu Wenjun, Tan Yanfang. COORDINATION BETWEEN THE MINIMUM REINFORCEMENT RATIO AND CRACK CONTROL OF CONCRETE AXIAL TENSION MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 65-68. doi: 10.13204/j.gyjz200812017 |
[15] | Zheng Yun, Yue Qingrui, Hui Yunling, Ye Lieping. FRACTURE ANALYSIS OF THE INTERFACE BETWEEN STEEL AND FRP PLATE FOR THE STEEL BEAMS REINFORCED WITH FRP PLATE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 106-108. doi: 10.13204/j.gyjz200811026 |
[16] | Lu Qinxian, Hu Di. STRESS OF REINFORCEMENT IN REINFORCED CONCRETE FLEXURAL MEMBERS WITH CONTROLLED CRACK WIDTH[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 46-49. doi: 10.13204/j.gyjz200804013 |
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