Advanced analysis of steel frames with effects of joint deformability and partial strength accounted for
| Autor: | Gizejowski, Marian A., Branicki, Czeslaw J., Barszcz, Anna M., Krol, Pawel |
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| Jazyk: | angličtina |
| Rok vydání: | 2004 |
| Předmět: | |
| Zdroj: | Journal of Civil Engineering and Management, Vol 10, Iss 3 (2004) Journal of Civil Engineering and Management; Vol 10 No 3 (2004); 199-208 |
| ISSN: | 1822-3605 1392-3730 |
| Popis: | The paper summarises the current progress in methods of advanced analysis for design of frames with semirigid joints. The methods presented in the paper belong to general secondâ€order refined plasticâ€hinge methods that allow for the combined effects of joint stiffness degradation and distributed plasticity along the member length as well as across the member sections. The advanced analysis for steel frame design, proposed by the authors, is based on the springâ€inâ€series model. The effect of joint semiâ€rigidity and partial strength is taken care of by specifying certain values of the initial stiffness, ultimate moment and the shape factor of the momentâ€rotation characteristic for the spring representing the joint. The effect of imperfections affecting the performance of imperfect structural members in compression is modelled by the application of a simplified tangent modulus concept combined with the reduction of the initial value of the elasticity modulus. The effect of residual stresses is taken care of by specifying certain values of the shape parameter for the momentâ€rotation characteristic of the spring representing the gradual yielding of the member. It is dependent upon the crossâ€section type and fabrication method (ie upon the residual stress pattern resulting from rolling or welding processes). A case study analysis is presented. Concluding remarks referring to the application of advanced analysis in design, pertaining to the study case considered, are drawn. First Published Online: 14 Oct 2010 |
| Databáze: | OpenAIRE |
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