Out-of-Plane Stability Analysis of Plane Tubular Trusses

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Abstract:

To carry out of out-of-plane stability analysis of plane tubular trusses, nonlinear finite elements model based on spatial beam elements and simplified connection elements is deduced. To verifying the feasibility of the simplified joints stiffness model, numerical examples are build and results shows that the simplified finite elements model is comparatively accurate , and could be used in engineering design.

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1575-1579

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July 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[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