Investigation of an iterative sub-structure method for elastic and elastic–plastic framework analysis

Author:

Pan W.,Leen S.B.,Hyde T.H.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference15 articles.

1. Parametric equations for the flexibility matrices of multi-brace tubular joints in offshore structures;Fessler;Proc Inst Civil Engrs,1986

2. Hu Y, Zhu J, Chen B. Structural analysis of offshore platforms considering local joint flexibility. OMAE, vol. III-B, Materials Engineering, ASME, 1993. p. 557–64.

3. Romeijn A, Puthli RS, Wardenier J. The flexibility of uniplanar and multiplanar joints made of circular hollow sections. In: Proc IOPEC. Edinburgh, UK. 1991, p. 67–76.

4. Martin GC, Messaoud S. Comparison of the theoretical behaviour of two rectangular hollow section trusses. In: Wardenier J, Panjeh Shahi E, editors. In: 4th international symposium on tubular structures, Delft, 1991. p. 334–43.

5. Underwater Engineering Group. Node flexibility and its effect on jacket structures—a pilot study on two-dimensional frames, UEG Publ., UR22, London, 1984.

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