An innovative stiffened I-shaped damper to improve the behavior of the concentrically braced frames
The Concentrically Braced Frames (CBFs) are prone to buckling under cyclic loads, which causes their degradation in energy absorption. Using steel dampers is an economical and efficient solution to improve their performance. Therefore, in this paper, an innovative metallic damper is considered numer...
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| Format: | Article |
| Language: | English English |
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Institution of Structural Engineers
2024
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| Online Access: | http://umpir.ump.edu.my/id/eprint/43176/ http://umpir.ump.edu.my/id/eprint/43176/1/An%20innovative%20stiffened%20I-shaped%20damper.pdf http://umpir.ump.edu.my/id/eprint/43176/7/An%20innovative%20stiffened%20I-shaped%20damper%20to%20improve%20the%20behavior_abst.pdf |
| _version_ | 1848826805617688576 |
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| author | Hasan Nayel, Israa Khaleel Nayel, Waleed Ghamari, Ali Putra Jaya, Ramadhansyah |
| author_facet | Hasan Nayel, Israa Khaleel Nayel, Waleed Ghamari, Ali Putra Jaya, Ramadhansyah |
| author_sort | Hasan Nayel, Israa |
| building | UMP Institutional Repository |
| collection | Online Access |
| description | The Concentrically Braced Frames (CBFs) are prone to buckling under cyclic loads, which causes their degradation in energy absorption. Using steel dampers is an economical and efficient solution to improve their performance. Therefore, in this paper, an innovative metallic damper is considered numerically and parametrically to enhance the behavior of the CBF system. Accordingly, an I-shaped shear damper (stiffened diagonally by stiffeners) directly attached to the diagonal member of the CBF is proposed and studied parametrically and numerically. Results indicated that adding the diagonal stiffeners considerably enhances the ultimate strength and stiffness. By increasing the stiffener’s thickness from 2.5 mm to 20 mm, the ultimate strength is enhanced by 1.47 to 4.5, 1.48 to 4.33, 1.43 to 3.81, 1.39 to 338, and 1.33 to 2.65 times respectively for models with ρ = 0.25, 0.18, 0.13, 0.11 and 0.09. Also, the overstrength ratio, Ω, was affected by the stiffener's thickness. Accordingly, by increasing stiffeners thickness, the Ω was enhanced by 11 % to 75 %. Since local bucking of the stiffeners affects the behavior of the proposed damper, to prevent the local buckling of the stiffeners, the ratio of length to thickness, λL, and ratio of wide to thickness, λb, was recommended as 30 < λb < 60 and 30 < λL < 80. |
| first_indexed | 2025-11-15T03:50:39Z |
| format | Article |
| id | ump-43176 |
| institution | Universiti Malaysia Pahang |
| institution_category | Local University |
| language | English English |
| last_indexed | 2025-11-15T03:50:39Z |
| publishDate | 2024 |
| publisher | Institution of Structural Engineers |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | ump-431762024-12-18T02:59:12Z http://umpir.ump.edu.my/id/eprint/43176/ An innovative stiffened I-shaped damper to improve the behavior of the concentrically braced frames Hasan Nayel, Israa Khaleel Nayel, Waleed Ghamari, Ali Putra Jaya, Ramadhansyah TA Engineering (General). Civil engineering (General) TH Building construction The Concentrically Braced Frames (CBFs) are prone to buckling under cyclic loads, which causes their degradation in energy absorption. Using steel dampers is an economical and efficient solution to improve their performance. Therefore, in this paper, an innovative metallic damper is considered numerically and parametrically to enhance the behavior of the CBF system. Accordingly, an I-shaped shear damper (stiffened diagonally by stiffeners) directly attached to the diagonal member of the CBF is proposed and studied parametrically and numerically. Results indicated that adding the diagonal stiffeners considerably enhances the ultimate strength and stiffness. By increasing the stiffener’s thickness from 2.5 mm to 20 mm, the ultimate strength is enhanced by 1.47 to 4.5, 1.48 to 4.33, 1.43 to 3.81, 1.39 to 338, and 1.33 to 2.65 times respectively for models with ρ = 0.25, 0.18, 0.13, 0.11 and 0.09. Also, the overstrength ratio, Ω, was affected by the stiffener's thickness. Accordingly, by increasing stiffeners thickness, the Ω was enhanced by 11 % to 75 %. Since local bucking of the stiffeners affects the behavior of the proposed damper, to prevent the local buckling of the stiffeners, the ratio of length to thickness, λL, and ratio of wide to thickness, λb, was recommended as 30 < λb < 60 and 30 < λL < 80. Institution of Structural Engineers 2024-12-17 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/43176/1/An%20innovative%20stiffened%20I-shaped%20damper.pdf pdf en http://umpir.ump.edu.my/id/eprint/43176/7/An%20innovative%20stiffened%20I-shaped%20damper%20to%20improve%20the%20behavior_abst.pdf Hasan Nayel, Israa and Khaleel Nayel, Waleed and Ghamari, Ali and Putra Jaya, Ramadhansyah (2024) An innovative stiffened I-shaped damper to improve the behavior of the concentrically braced frames. Structures, 71 (108021). pp. 1-14. ISSN 2352-0124. (In Press / Online First) (In Press / Online First) https://doi.org/10.1016/j.istruc.2024.108021 https://doi.org/10.1016/j.istruc.2024.108021 |
| spellingShingle | TA Engineering (General). Civil engineering (General) TH Building construction Hasan Nayel, Israa Khaleel Nayel, Waleed Ghamari, Ali Putra Jaya, Ramadhansyah An innovative stiffened I-shaped damper to improve the behavior of the concentrically braced frames |
| title | An innovative stiffened I-shaped damper to improve the behavior of the concentrically braced frames |
| title_full | An innovative stiffened I-shaped damper to improve the behavior of the concentrically braced frames |
| title_fullStr | An innovative stiffened I-shaped damper to improve the behavior of the concentrically braced frames |
| title_full_unstemmed | An innovative stiffened I-shaped damper to improve the behavior of the concentrically braced frames |
| title_short | An innovative stiffened I-shaped damper to improve the behavior of the concentrically braced frames |
| title_sort | innovative stiffened i-shaped damper to improve the behavior of the concentrically braced frames |
| topic | TA Engineering (General). Civil engineering (General) TH Building construction |
| url | http://umpir.ump.edu.my/id/eprint/43176/ http://umpir.ump.edu.my/id/eprint/43176/ http://umpir.ump.edu.my/id/eprint/43176/ http://umpir.ump.edu.my/id/eprint/43176/1/An%20innovative%20stiffened%20I-shaped%20damper.pdf http://umpir.ump.edu.my/id/eprint/43176/7/An%20innovative%20stiffened%20I-shaped%20damper%20to%20improve%20the%20behavior_abst.pdf |