[1] | YAO Xingyou, YIN Jiawen, GUO Yanli. AXIAL COMPRESSION TESTS AND THE DESIGN METHOD FOR COLD-FORMED THIN-WALLED LIPPED CHANNEL COLUMNS WITH WEB OPENINGS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 113-122,208. doi: 10.13204/j.gyjzG2010908 |
[2] | YAO Xingyou, CHENG Guowei, GUO Yanli, ZHOU Shui, YANG Jiabao. ANALYSIS ON OVERALL BUCKLING OF COLD-FORMED THIN-WALLED STEEL LIPPED CHANNEL BEAMS WITH WEB OPENINGS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 101-108,100. doi: 10.13204/j.gyjzg21081302 |
[4] | Yao Jian, Tang Tingting, Chen Baixin. COMPARISON AND STUDY ON CALCULATION METHODS OF COLD-FORMED THIN-WALLED LIPPED CHANNEL MEMBERS' CAPACITY OF DISTORTIONAL BUCKLING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 120-123. doi: 10.13204/j.gyjz201306024 |
[5] | Du Huilin, Tong Genshu, Song Changyong, Zhang Lei. TORSIONAL RESTRAINTS OF CORRUGATED SHEETING TO PURLIN THROUGH SLIPPABLE CLIPS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 34-41. doi: 10.13204/j.gyjz201304007 |
[6] | Tong Genshu, Wu Qiang, Zhang Lei. BENDING AND TWISTING ABOUT A CONSTRAINED AXIS OF Z-SECTION PURLINS WITH ONE SAG ROD AT MIDSPAN[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 1-11. doi: 10.13204/j.gyjz201312001 |
[7] | Tong Genshu. EFFICIENCY OF SAG RODS AS LATERAL SUPPORTS FOR STABILITY OF PURLINS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 52-56,65. doi: 10.13204/j.gyjz201312008 |
[8] | Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF C-PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 34-37,11. doi: 10.13204/j.gyjz201312005 |
[9] | Tong Genshu, Wu Qiang, Zhang Lei. BENDING AND TWISTING ABOUT A CONSTRAINED AXIS OF C-SECTION PURLINS WITH ONE SAG ROD AT MIDSPAN[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 12-20. doi: 10.13204/j.gyjz201312002 |
[10] | Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004 |
[11] | Wu Qiang, Tong Genshu, Zhang Lei. ANALYSIS OF TWISTING ABOUT UPPER FLANGE OF C-SECTION PURLIN WITH TWO SAG RODS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 21-25. doi: 10.13204/j.gyjz201312003 |
[12] | Wang Chungang, Song Daijun, Zhang Zhuangnan. STABILITY BEHAVIOR OF COLD-FORMED THIN-WALLED STEEL FIXED-ENDED CHANNELS WITH COMPLEX EDGE STIFFENERS UNDER AXIAL COMPRESSIVE LOAD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 120-124. doi: 10.13204/j.gyjz201202027 |
[13] | Tong Genshu, Wu Qiang. NOTIONAL LOAD ON BOTTOM FLANGE IN STRENGTH CALCULATION OF Z- SHAPED CROSS SECTION PURLIN[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 136-142. doi: 10.13204/j.gyjz201204028 |
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[15] | Tong Genshu, Shao Feng. TORSIONAL RESTRAINT ON PURLINS BY CORRUGATED STEEL SHEET[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 111-115,134. doi: 10.13204/j.gyjz201003025 |
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[18] | 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 |
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