[1]
Fessler, H., Mockford, P B. Parametric equations for the flexibility matrices of single brace tubular joints in offshore structures. Proc. Instn Civ. Engrs, Part 2, 1986, 81, Dec., 675-696.
DOI: 10.1680/iicep.1986.467
Google Scholar
[2]
Fessler, H., Mockford, PB. Parametric equations for the flexibility matrices of multi-brace tubular joints in offshore structures. Proc. Instn Civ. Engrs, Part 2, 1986, 81, Dec., 659-673.
DOI: 10.1680/iicep.1986.466
Google Scholar
[3]
Chen BZ, Hu YRk, Tan MJ. Local joint flexibility of tubular joints of offshore structures, Marine Structures,Vo1.N. 3. (1990).
DOI: 10.1016/0951-8339(90)90025-m
Google Scholar
[4]
Gu Jianmin. Parameter analysis and experimental study of lacal joint flexibility for tubularjoints of offshore platforms. Journal of shanghai jiaotonguniversity. Vol. 28, Supplement. 1994 (in Chinese).
Google Scholar
[5]
Bouwkamp, J. G. Effects of joint flexibility on the response of offshore towers. Proceedings of the Offshore Technology Conference (OTC '80) , Houston, TX, paper OTC 3901.
DOI: 10.4043/3901-ms
Google Scholar
[6]
Holmas, T. Implementation of tubular joint flexibility in global frame analysis. Report No. 87-1 Division of structural mechanics, The Norwegian Institute of Technology, (1987).
Google Scholar
[7]
Wang Wei. Non-rigid behavior of unstiffened circular tubular joints and their effects on global performance of steel tubular structures. Doctoral dissertation. Shanghai: Department of building engineering , Tongji university; 2005 (in Chinese).
Google Scholar