Investigating the Performance of Modern Concentrically Braces during Modal Analysis in the Frequency Domain with the Finite Element Method
Publish place: Advanced Structural Mechanics، Vol: 1، Issue: 3
Publish Year: 1402
نوع سند: مقاله ژورنالی
زبان: English
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شناسه ملی سند علمی:
JR_ASM-1-3_005
تاریخ نمایه سازی: 29 خرداد 1403
Abstract:
The use of steel braces in the structure is the most practical method to increase the lateral stiffness of the building. Nowadays, all kinds of modern braces are used in the structure. Gate and Inverted V braces are very common and modern. In the present paper, using ABAQUS software and Finite Element Method (FEM), Gate and Inverted V braces were modelled and compared. The material in the modelling is St۳۷ type. In the present paper, the structures were analyzed in the frequency domain during modal analysis. The present paper was verified with the results of the paper by Mosalman et al. The results showed that the Inverted brace has lower von Mises stress (equal to ۲۹.۱۸% reduction) and displacement (equal to ۱۶.۶۹% reduction) compared to the Gate brace. Also, the Gated brace has a lower natural frequency (very low reduction) and eigenvalue (equal to ۱۹.۴۶% reduction) compared to the Inverted V brace.
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Authors
Masoud Mahdavi
Faculty of Civil Engineering, K. N. Toosi University of Technology, Tehran, Iran
Seyyed Reza Hosseini
Faculty of Civil Engineering, K. N. Toosi University of Technology, Tehran, Iran
Abbas Babaafjaei
Faculty of Civil Engineering, K. N. Toosi University of Technology, Tehran, Iran