共 50 条
- [1] Experimental study and load-carrying capacity analysis of high-strength cold-formed thin-walled steel lipped channel columns under axial compression Jianzhu Jiegou Xuebao/Journal of Building Structures, 2010, 31 (11): : 17 - 25
- [2] Analysis method for load-carrying capacity of 550MPa high-strength cold-formed thin-walled steel columns subjected to axial compression Jianzhu Jiegou Xuebao/Journal of Building Structures, 2006, 27 (03): : 18 - 25
- [3] UPPER-BOUND ESTIMATION OF LOAD-CARRYING CAPACITY OF PERFORATED COLD-FORMED THIN-WALLED STEEL LIPPED CHANNEL COLUMNS UNDER COMPRESSION LOADING EKSPLOATACJA I NIEZAWODNOSC-MAINTENANCE AND RELIABILITY, 2020, 22 (03): : 565 - 573
- [4] Load-carrying behavior and design method of high-strength cold-formed thin-walled steel roof trusses Li, Y. (liyq@tongji.edu.cn), 1600, Science Press (41):
- [5] Design reliability analysis of high-strength cold-formed thin-walled steel members with lipped channel sections Jianzhu Jiegou Xuebao/Journal of Building Structures, 2010, 31 (11): : 36 - 44
- [6] Distortional buckling behavior of high-strength cold-formed thin-walled steel lipped channel columns under axial compression Jianzhu Jiegou Xuebao/Journal of Building Structures, 2010, 31 (11): : 1 - 9
- [7] Experimental study on bending strength of high-strength cold-formed thin-walled steel channel section members Jianzhu Jiegou Xuebao/Journal of Building Structures, 2015, 36 (05): : 18 - 26
- [9] Strength-reduction method for load-carrying capacity of cold-formed lipped channel columns under axial compression Jianzhu Jiegou Xuebao/Journal of Building Structures, 2010, 31 (09): : 78 - 86
- [10] Local and Distortional Interaction Buckling of Cold-formed Thin-Walled High Strength Lipped Channel Columns International Journal of Steel Structures, 2021, 21 : 244 - 259