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title

Geometric and Material Nonlinear Behavior Evaluation of Steel Moment Frames by Stability Functions

Credit to Download: 1 | Page Numbers 9 | Abstract Views: 73
Year: 2019
COI code: AUCS02_018
Paper Language: English

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Authors Geometric and Material Nonlinear Behavior Evaluation of Steel Moment Frames by Stability Functions

Abolfazl Jalili Sheshbahreh - University, Najafabad, Iran
Mohsen Izadinia - University, Najafabad, Iran

Abstract:

Computer enhancements make it possible to combine the theory of plasticity and sustainability known as advanced analysis. In this paper, the structural capacity diagram of a imperfections in the PAAP software using the advanced analysis. It was determined that the maximum reduction in load capacity was due to imperfections in the displacement of 0.20 m and at 7.88%. The effect of local buckling phenomenon was also examined with the help of changes in the software. The maximum reduction in load capacity for 1 and 2-storey frames was 2.90 and 1.6 times, respectively.

Keywords:

advanced analysis, nonlinear geometry and material, second order effects, initial geometric imperfections, local buckling.

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COI code: AUCS02_018

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Jalili Sheshbahreh, Abolfazl & Mohsen Izadinia, 2019, Geometric and Material Nonlinear Behavior Evaluation of Steel Moment Frames by Stability Functions, conference on Architecture, Urbanism, Civil Engineering and Geography in Sustainable Development, مشهد, شركت به انديش آوران تدبير قهستان, https://www.civilica.com/Paper-AUCS02-AUCS02_018.htmlInside the text, wherever referred to or an achievement of this article is mentioned, after mentioning the article, inside the parental, the following specifications are written.
First Time: (Jalili Sheshbahreh, Abolfazl & Mohsen Izadinia, 2019)
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