j****6
发帖数: 207 | 1 papers help!
先谢谢.好些会议文献，比较难找，不管怎么样，先谢谢大家先！
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1.Wardenier, J., 2007: A uniform effective width approach for the design
of CHS overlap joints.
Proceedings 5th International Conference on Advances in Steel
Structures, Singapore, Vol. II, pp.
155-165.
2.Qian, X.D., Wardenier, J., and Choo, Y.S., 2007: A uniform approach
for the design of CHS 100% overlap joints.
Proceedings 5th International Conference on Advances in Steel
Structures,
Singapore, Vol. II, pp. 172-182.
3.Liu, D.K., Chen, Y., and Wardenier, J., 2005: Design recommendations
for RHS-K joints with 50% overlap.
Proceedings 15th International Offshore and Polar Engineering
Conference, Seoul, Korea,
Vol. IV, pp. 308-315.
4.Chen, Y., Liu, D.K., and Wardenier, J., 2005: Design recommendations
for RHS-K joints with 100% overlap.
Proceedings 15th International Offshore and Polar Engineering
Conference, Seoul, Korea,
Vol. IV, pp. 300-307.
5.Lu, L.H., Winkel, G.D. de, Yu, Y., and Wardenier, J., 1994:
Deformation limit for the ultimate strength of hollow section joints.
Proceedings 6th International Symposium on Tubular Structures,
Melbourne, Australia, Tubular Structures VI, Balkema, Rotterdam, The
Netherlands, pp. 341-347.
6.Yura, J.A., Zettlemoyer, N., and Edwards, I.E., 1980: Ultimate
capacity equations for tubular joints.
Proceedings Offshore Technology Conference, OTC 3690, USA.
7.Makino,Y.,Kurobane,Y.,Ochi,K.,Vegte,G.J. van der and Wilmhurst,
S.R.:Database of test and numerical analysis results for unstiffened
tubular joints.
IIW Doc. XV-E-96-220, Dept. of Architecture, Kumamoto University,
Japan,1996.
8.Frater, G.S., 1991: Performance of welded rectangular hollow
structural section trusses.
Ph.D. Thesis, University of Toronto, Canada.
9.Yu, Y., 1997: The static strength of uniplanar and multiplanar
connections in rectangular hollow sections.
Ph.D. Thesis, Delft University Press, Delft, The Netherlands. |
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