[1] | WANG Yuhang, ZHAO Yuting, ZHOU Xuhong, LI Qiqi. Experimental Research and Bearing Capacity Calculation of Ceramsite Concrete Filled Circular Steel Tube Short Column Under Uniaxial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 1-7. doi: 10.13204/j.gyjzG21112411 |
[2] | MENG Chungui, PENG Linxin, TENG Xiaodan. Research on Ultimate Bearing Capacity of Self-stressing Concrete-Filled Steel Tube Based on Unified Strength Theory[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 26-30,38. doi: 10.13204/j.gyjzG20112707 |
[3] | DONG Shier, YANG Bo, ZHANG Airong. Research on Ultimate Bearing Capacity of Cold-Formed Thin-Walled C-Section Steel Double-Limbed Closed Built-up Columns[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 175-180,174. doi: 10.13204/j.gyjzG21070506 |
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[5] | Wang Hui, Li Xiaoyan, Sun Qing, Xue Jianyang. EXPERIMENTAL RESEARCH ON OVERALL STABILITY BEARING CAPACITY OF HIGH STRENGTH STEEL TUBE COMPONENTS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 145-149. doi: 10.13204/j.gyjz2001411029 |
[6] | Wang Juan, Zhao Junhai, Liu Qi, Li Yan. AXIAL BEARING CAPACITY OF STEEL REINFORCED CONCRETE SHORT COLUMN WITH DOUBLE CIRCULAR STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 151-154. doi: 10.13204/j.gyjz2001407031 |
[7] | Fan Guoxi, Song Yupu, Wang Licheng. STUDY ON THE SEISMIC PERFORMANCE OF REINFORCED CONCRETE BEAM-COULUMN JOINTS UNDER DIFFERENT STRAIN RATES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 1-6. |
[8] | Li Yan, Zhao Junhai, Liang Wenbiao, Zhang Dongfang. STUDY ON ULTIMATE BEARING CAPACITY OF DUMBBELL SHAPED CONCRETE-FILLED STEEL TUBULAR COLUMN BASED ON TWIN SHEAR UNIFIED STRENGTH THEORY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 137-143. doi: 10.13204/j.gyjz201305029 |
[9] | Zhu Qian, Zhao Junhai, Wang Juan, Wang Su, Liu Zhao. BEARING CAPACITY OF RPC FILLED STEEL SHORT TUBE COLUMNS BASED ON THE UNIFIED STRENGTH THEORY AND THE BOND-SLIP THEORY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 127-130,120. doi: 10.13204/j.gyjz201211027 |
[10] | Song Yupu, Zhang Xiaoli. INFLUENCE OF STRAIN RATE ON EARTHQUAKE RESISTANCE EFFECT OF REINFORCED CONCRETE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 7-11,6. doi: 10.13204/j.gyjz201203002 |
[11] | Ouyang Yu, Wang Wei, Gong Yong, Liu Neng-ke. THE ULTIMATE LOAD-BEARING CAPACITY OF TIMBER COLUMNS STRENGTHENED WITH CFRP UNDER ECCENTRIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 146-149. doi: 10.13204/j.gyjz201210030 |
[12] | Liu Dan, Yao Qianfeng, Guo Meng, Jia Yinjie. ANALYSIS OF THE INFLUENCE OF BLOCK ELASTIC MODULUS ON THE LATERAL STIFFNESS OF MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 71-75. doi: 10.13204/j.gyjz201111015 |
[13] | Ju Huan, Tang Ying, Zhang Changguang. RESEARCH ON BEARING CAPACITY OF CONCENTRICALLY LOADED STUB COLUMNS REINFORCED BY CONCRETE FILLED CFRP-STEEL TUBE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 95-97. doi: 10.13204/j.gyjz200907026 |
[14] | Wu Jie, Jiang Jianfeng, Dai Yaping, Zhao Hongkang. RESEARCH ON FORCED PERFORMANCE AND ULTIMATE CAPACITY OF OVERLAPPED TUBULAR K-JOINT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 122-127. doi: 10.13204/j.gyjz200901027 |
[15] | Nie Xin, Jiang Ao-yu, Huang Wei, Jin Wei-liang. SENSITIVITY ANALYSIS OF BEARING CAPACITY OF FASTENER-STYLE STEEL TUBULAR FORMWORK SUPPORT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 99-101. doi: 10.13204/j.gyjz200711028 |
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[17] | Song Xiaoruan, Zhang Yankun, Si Jian. CALCULATION OF YOUNG'S MODULUS FOR LYTAG CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 61-63. doi: 10.13204/j.gyjz200602018 |
[18] | Xue Ping. COMPUTATIONAL METHOD OF BEARING CAPACITY OF BENDING NORMAL SECTION OF REINFORCED CONCRETE BEAM WITH RECTANGULAR SECTION STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 76-77,90. doi: 10.13204/j.gyjz200405024 |
[19] | Lu Hailin, Sun Chengfang, Yue Lin. EXPERIMENTAL RESEARCH ON ULTIMATE BEARING CAPACITY OF STEEL FIBER REINFORCED CONCRETE THICK PILE CAP WITH TWO PILES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 38-40. doi: 10.13204/j.gyjz200408013 |
[20] | Gao Danying, Tang Jiyu, Zhao Jun. A EXPERIMENTAL STUDY ON ELASTIC MODULUS OF FIBER REINFORCED HIGH-STRENGTH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 47-49. doi: 10.13204/j.gyjz200410014 |