Eurocode 3: Design of Steel Structures. Commission of the European Communities, 1988
[2]
Rondal J. 3K-Effective Lengths of Tubular Lattice Girder MembersStatistical Test. CIDECT Report 3K88/9,1988
[3]
Monty J. Effective Lengths of Lattice Girder Members. CIDECT Monograph 1981(4)
[4]
Hornung U, Saal U. A Method of Calculating the Out-of-Plane Buckling Length of Diagonals of Truss Girders with Hollow Sections and K-or NJoints. Tubular Structures IX, 2001
[5]
Furukawa Y, Makino Y, Kurobane Y. Study on Out-of-Plane Rotational Stiffness of CHS Joints and Effective Columm Length of Web Members in CHS Lattice Girder. Tubular Structures Ⅷ, 1998
[6]
Furukawa Y, Adachi K, Makino Y, et al. Tests on the Effective Column Lengths of Web Members in a CHS Lattice Girder. In:Proceedings of the Ninth International Offshore and Polar Engineering,Conference. grest: 1999
[7]
Kazunori Kitajima, Koji Ogawa. Effective Lengths for Web Members in Circular Tubular Trusses. Steel Construction Engineering, 1999,6(23)
[8]
GB 50017-2003 钢结构设计规范
[9]
Bleich F. Buckling Strength of Metal. McGraw-Hill, 1952
