Investigating the Performance of Modern Concentrically Braces during Modal Analysis in the Frequency Domain with the Finite Element Method

سال انتشار: 1402
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 324

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شناسه ملی سند علمی:

JR_ASM-1-3_005

تاریخ نمایه سازی: 29 خرداد 1403

چکیده مقاله:

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.

کلیدواژه ها:

Gate brace ، Inverted V brace ، Modal analysis in the frequency domain ، structural bracing systems

نویسندگان

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