[1] Kim J W, Kim S S, Lee M J, et al. Vierendeel joints in the circular hollow sections of high strength steel subjected to brace moment and chord compressive loadings [J]. International Journal of Steel Structures, 2012, 12(4): 579-587.
[2] Shen W, Choo Y S, Wardenier J, et al. Static strength of axially loaded elliptical hollow section X joints with braces welded to wide sides of chord. Ⅰ: Numerical investigations based on experimental tests [J]. Journal of Structural Engineering, 2014, 140(1): 04013035.
[3] Shen W, Choo Y S, Wardenier J, et al. Static strength of axially loaded elliptical hollow section X joints with braces welded to wide sides of chord. Ⅱ: Parametric study and strength equations [J]. Journal of Structural Engineering, 2014, 140(1): 04013036.
[4] Thandavamoorthym T S, Rao M A G, Santhakumar A R. Behavior of internally ring-stiffened joints of offshore platforms [J]. Journal of Structural Engineering, 1999, 125(11): 1348-1352.
[5] Lee M M K, Llewelyn-Parry A. Offshore tubular T-joints reinforced with internal plain annular ring stiffeners [J]. Journal of Structural Engineering, 2004, 130(6): 942-951.
[6] Lee M M K, Llewelyn-Parry A. Strength prediction for ring-stiffened DT-joints in offshore jacket structures [J]. Engineering Structures, 2005, 27(3): 421-430. DOI:10.1016/j.engstruct.2004.11.004.
[7] Mei Q, Gong J H, Pang D D, et al. Effect of internal ring-stiffened spacing on behavior for X-joints [J]. Steel Construction, 2011, 26(5): 11-16. DOI:10.3969/j.issn.1007-9963.2011.05.003.(in Chinese)
[8] Wang F, Chen Z J, Liu D D, et al. Calculation method for bearing capacities of internal ring-stiffened tubular T-and Y-joints [J]. Journal of Southeast University(Natural Science Edition), 2014, 44(4): 811-816. DOI:10.3969/j.issn.1001-0505.2014.04.023.(in Chinese)
[9] Feng R, Young B. Design of cold-formed stainless steel tubular T-and X-joints [J]. Journal of Constructional Steel Research, 2011, 67: 421-436.
[10] Feng R, Young B. Theoretical analysis of cold-formed stainless steel tubular joints [J]. Engineering Structures, 2015, 83: 99-115. DOI:10.1016/j.engstruct.2014.10.030.
[11] American Society of Civil Engineers. Minimum design loads for buildings and other structures [S]. New York: ASCE, 2006.
[12] American Iron and Steel Institute. North American specification for the design of cold formed steel structural members [S]. Washington, DC, USA: American Iron and Steel Institute, 2007.
[13] Central Research Institute of Building and Construction Group Co., Ltd. CECS 280:2010 Technical specification for structures with steel hollow section [S]. Beijing: China Planning Press, 2010.(in Chinese)