Li Maoxin, Zhang Haojun, Shi Zhilong, Yuan Dongbing, Zhang Yi, Zen Qing. REINFORCEMENT DESIGN FOR 300 t CONVERTER'S HIGH-RISE FRAME OF A STEEL MILL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 133-137. doi: 10.13204/j.gyjz201303028
Citation:
Zhang Shuigen, Tong Genshu, Zhang Lei. LOCAL AND DISTORTIONAL BUCKLING OF COLD-FORMED C AND Z-SECTION MEMBERS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 38-44. doi: 10.13204/j.gyjz201312006
Li Maoxin, Zhang Haojun, Shi Zhilong, Yuan Dongbing, Zhang Yi, Zen Qing. REINFORCEMENT DESIGN FOR 300 t CONVERTER'S HIGH-RISE FRAME OF A STEEL MILL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 133-137. doi: 10.13204/j.gyjz201303028
Citation:
Zhang Shuigen, Tong Genshu, Zhang Lei. LOCAL AND DISTORTIONAL BUCKLING OF COLD-FORMED C AND Z-SECTION MEMBERS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 38-44. doi: 10.13204/j.gyjz201312006
It was analyzed the distortional buckling of the flange-lip section in closed form solution. Through modelling the flange-lip section as a parallel system resisting bending loads, it was also proposed formulas to calculate the equivalent bending rigidity of the lip. Using the analytic methods,the bucklings of Z and C sections under axial loading were investigated. The critical stresses of local and distortional bucklings,buckling factors,together with buckling wave-length. Approximate formulas with excellent accuracy were proposed.
Li Maoxin, Zhang Haojun, Shi Zhilong, Yuan Dongbing, Zhang Yi, Zen Qing. REINFORCEMENT DESIGN FOR 300 t CONVERTER'S HIGH-RISE FRAME OF A STEEL MILL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 133-137. doi: 10.13204/j.gyjz201303028
Li Maoxin, Zhang Haojun, Shi Zhilong, Yuan Dongbing, Zhang Yi, Zen Qing. REINFORCEMENT DESIGN FOR 300 t CONVERTER'S HIGH-RISE FRAME OF A STEEL MILL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 133-137. doi: 10.13204/j.gyjz201303028