[1] | ZHAO Qiu, CHEN Peng, LIN Zhiping, ZHANG Junchao. A Calculation Method of Overall Stability for Flat Plate Stiffened Panels Under Compression[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 138-146. doi: 10.3724/j.gyjzG22020911 |
[2] | ZHANG Ailin, FENG Huan, JIANG Ziqin, LIU Yi. Intelligent Prediction of Stability Bearing Capacity of New-Type Modular Assembled Latticed Shells with Flange Connections[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(8): 54-61. doi: 10.3724/j.gyjzG24031604 |
[3] | CHENG Wei. Experimental Research on Corrosion Characteristics of Steel Trestles in Marine Environment and Its Stability Bearing Capacity Analysis[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 151-156,223. doi: 10.13204/j.gyjzG22050702 |
[4] | XU Man, LI Xiaoming, LIU Changyong, WEI Chenyang, WANG Qinghe. Analysis of Stability Bearing Capacity of Framework with Cuplok Brackets Under the Condition of Ground Frost Heave[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 108-115. doi: 10.13204/j.gyjzG21102107 |
[5] | Zhao Ping, Wu Hao, Jia Jianguo. STUDY OF SAFETY PERFORMANCE OF PLUG-IN SCAFFOLD FOR SPECIAL-SHAPED STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 101-106. doi: 10.13204/j.gyjz201502022 |
[6] | Li Tiezhu. STUDY OF THE STABILITY BEARING CAPACITY OF CROSS-LAYER AND HEAVY-LOAD TRUSS STRUCTURE FOR DAQING RAILWAY STATION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 152-156. |
[7] | Guo Yanlin, Zhang Bohao. STRENGTH OF I-SHAPED GIRDERS WITH SINUSOIDAL CORRUGATED WEBS UNDER PATCH LOADING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 45-54. doi: 10.13204/j.gyjz201207006 |
[8] | Hu Changming, Wang Jing, Guo Chengxi, Chen Hong. STUDY ON STABILITY FACTOR OF STEEL TUBE COUPLER SCAFFOLDS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 11-14,18. doi: 10.13204/j.gyjz201101003 |
[9] | Hu Changming, Liu Hongliang, Zeng Fankui, Ge Zhaoshen, Yin Hongbing. RESEARCH ADVANCES FOR COUPLER IN RESEARCH ON STEEL TUBE TALL FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 1-6. doi: 10.13204/j.gyjz201002001 |
[10] | Dong Baiping, Chen Yiyi. STABILITY CAPACITY CALCULATION OF CIRCULAR STEEL TUBE BEAM-COLUMNS UNDER BIAXIAL BENDING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 107-111,45. doi: 10.13204/j.gyjz201001026 |
[11] | Shen Qin, Hu Changming, Che Jialing, Zeng Fankui, Yan Xin. NUMERICAL ANALYSIS OF THE IMPACT ERECTING PARAMETERS ON OVERALL STABILITY OF COUPLER STEEL TUBE FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 7-11. doi: 10.13204/j.gyjz201002002 |
[12] | Qin Jianjian, Che Jialing, Dong Pan, Wang Jing, Zhang Jun. STABILITY ANALYSIS OF COUPLER STEEL TUBE FALSEWORK UNDER DOUBLE-DIRECTION LOAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 47-50,54. doi: 10.13204/j.gyjz201002011 |
[13] | Zeng Fankui, Hu Changming, Yan Xin, Dong Pan, Mei Yuan. EXPERIMENTAL STUDY ON STABILITY OF COUPLER STEEL TUBE FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 28-31. doi: 10.13204/j.gyjz201002007 |
[14] | Qin Jianjian, Zeng Fankui. STABILITY CAPACITY OF R. C TRANSFER FLOOR FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 78-81. doi: 10.13204/j.gyjz201008018 |
[15] | Hu Changming, Mei Yuan, Dong Pan, Zhang Xiaoyong. ANALYSIS AND STUDY ON THE BEARING CAPACITY REDUCTION FACTOR OF COUPLER TALL FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 12-16. doi: 10.13204/j.gyjz201002003 |
[16] | Hu Changming, Che Jialing, Zhang Huazhen, Dong Pan. INFLUENCE OF SEMI-RIGID JOINT ON STABILITY CAPACITY OF COUPLER STEEL TUBE FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 20-23. doi: 10.13204/j.gyjz201002005 |
[17] | Guo Yanlin, Zhang Enuo. LOAD-CARRYING CAPACITY OF LIPPED H-SECTION MEMBERS UNDER AXIAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 7-14. doi: 10.13204/j.gyjz200909002 |
[18] | Guo Yanlin, Zhang Enuo. LATERAL STABILITY BEHAVIOR OF LIPPED H-SECTION BEAMS SUBJECTED TO MOMENTS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 15-21. doi: 10.13204/j.gyjz200909003 |
[19] | Liu Tao, Guo Yanlin. DIRECT STRENGTH METHOD OF WELDED BOX-SECTION FOR PREDICTING ULTIMATE LOAD-CARRYING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 36-40. doi: 10.13204/j.gyjz200909007 |
[20] | Wang Chungang, Zhang Yaochun. AXIALLY LOADED CARRYING CAPACITY CALCULATION OF THIN-WALLED COLD-FORMED CHANNEL COLUMNS WITH INCLINED SIMPLE EDGE STIFFENERS BY DIRECT STRENGTH METHOD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 71-74. doi: 10.13204/j.gyjz200601021 |