This paper proposes an efficient, robust and accurate method for geometric and material non-linear analysis of concrete-steel composite frames allowing for semi-rigid connections. The new element stiffness matrix of a composite beam-column element with connections at ends is formulated by an efficie
โฆ LIBER โฆ
Second-order plastic-hinge analysis of space semi-rigid steel frames
โ Scribed by Cuong Ngo-Huu; Phu-Cuong Nguyen; Seung-Eock Kim
- Book ID
- 118502157
- Publisher
- Elsevier Science
- Year
- 2012
- Tongue
- English
- Weight
- 597 KB
- Volume
- 60
- Category
- Article
- ISSN
- 0263-8231
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This paper deals with elasto-plastic large deformation analysis of space-frames. It is based on a complementary energy approach. A methodology is presented wherein: (i) each member of the frame, modelled as an initially straight space-beam, is sought to be represented by a single finite element, (ii