True Collapse Mechanisms of Two Dimensional Frames Determined from True Nonlinear Yield Surfaces

Author:

Uslu FethullahORCID,Bayer Mehmet Tevfik,Saraçoğlu Mustafa Haluk

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference25 articles.

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

2. Bott, B. A. (1966). Elastic-plastic analysis of frames-including 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 ınnovations in Civil and Structural Engineering 206–212. Istanbul (Turkey).

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. Cacho-Pérez, M., & Gómez-Carretero, J. (2021). Plastic calculation of slender beam frames systematic method based on mechanism theory. Structures, 34, 2840–2847.

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