Nonlinear analysis of frames with flexible connections

By M. Sekulovic, R. Salatic. 2001

65 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/ecbb8696adfba34d63ff5d77d52ab56722b532fa

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Chris L. Pettit
2. Sadik Ozgur Degertekin
3. R. Ibrahim
4. M. S. Hayalioglu
5. H. Ahmadian
6. Hassan Jalali
7. Bruno Sudret

In Mechanics of Materials

1. Chris L. Pettit
2. Sadik Ozgur Degertekin
3. R. Ibrahim
4. M. S. Hayalioglu
5. H. Ahmadian
6. Hassan Jalali

Citations in the corpus

• Uncertainties and dynamic problems of bolted joints and other fasteners (2005, background): “Sekulovic and Salatic [268] found that the influence of geometric non-linearity increases with the applied load; furthermore, the influence is higher for semi-rigid type joints than for fully rigid connections.”
• Harmony search algorithm for minimum cost design of steel frames with semi-rigid connections and column bases (2010, background): “Analysis and design of steel frames with semi-rigid connections have been extensively examined (Monforton and Wu 1963; Frye and Morris 1975; Lui and Chen 1986; Cunningham 1990; King 1994; King and Chen 1994; Dhillon and O’Malley 1999; Sekulovic and Salatic 2001; Kaveh and Moez 2006; Wang 2008; Ihadd”