New Elastoplastic Analysis of Two-Dimensional Frames When Some Plastic Hinges Unload Elastically

Author:

Uslu Fethullah,Bayer Mehmet Tevfik,Saraçoğlu Mustafa Haluk

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference17 articles.

1. AISC-LRFD. 2005. Specification for structural steel buildings. ANSI/AISC360-05. Chicago. American Institute of Steel Construction.

2. Bott, B. A. 1966. Elastic-plastic analysis of frames-ıncluding axial force effect on moment capacity. Fritz Engineering Laboratory Department of Civil Engineering Lehigh University Bethlehem.

3. Boukeloua, S., Samai, M. L., & Tekkouk, A. 2015. Failure load of plane steel frames using the yield surface method. In International Conference on Innovations in Civil and Structural Engineering, Istanbul (Turkey) (pp. 206–212).

4. Boukeloua, S., Tekkouk, A., & Samai, M. L. (2018). Prediction of collapse mechanisms by the construction interaction diagrams for plane steel structures. Arabian Journal for Science and Engineering, 43(4), 1687–1696.

5. Daryan, A. S., & Palizi, S. (2020). New plastic analysis procedure for collapse prediction of braced frames by means of genetic algorithm. Journal of Structural Engineering (United States), 146(1), 1–14.

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