PERFORMANCE ANALYSIS OF ECCENTRIC PORTAL BRACING TO VERTICAL AND HORIZONTAL LINK CLASSIFICATION
DOI:
https://doi.org/10.21009/jpensil.v12i2.34418Keywords:
EBF, Pushover, earthquake, vertical link, horizontal linkAbstract
Indonesia, which has tectonic conditions in the form of a large meeting point of the world's plates and several small plates, makes the region in Indonesia the center of earthquake occurrences and earthquake-resistant buildings are an absolute necessity. Eccentrically Braced Frames (EBFs) are a model of earthquake-resistant steel building structures that can limit inelastic behavior only to link elements, where the use of these links, especially replaceable links, can facilitate post-earthquake building repairs without having to reconstruct the main building. This study will analyze the stability, behavior, performance levels, and energy dissipation capabilities of six EBF models by combining vertical link and horizontal link configurations for different building height classifications, namely low, medium, and high buildings. Analysis uses the Response Spectrum Analysis and Pushover Analysis methods with the help of structural analysis software. From this analysis, 3-storey H-EBF has the highest stability, 10-storey V-EBF has the fastest time to reach the first yielding condition and consumes the most energy, 3-storey V-EBF has the highest ductility, and 3-storey H-EBF has the highest stiffness. highest. However, the performance level of all EBFs is in the form of Immediate Occupation and similar collapse mechanisms.
References
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Dev Bhatt, A. (2020). COMPARISON OF INTERSTOREY DRIFT IN GENERAL RC BUILDINGS IN POUNDING AND NO POUNDING CASE. Issue 1 TECHNICAL JOURNAL TECHNICAL JOURNAL, 2(1).
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Kumalasari, A. I., Suswanto, B., & Sugihardjo, H. (2022). Perbandingan Perilaku Siklik Elemen Replaceable Link Material Baja Konvesional Dengan Low Yield Point Steel (LYS). Jurnal Rekayasa Sipil (JRS-Unand), 18(1), 17. https://doi.org/10.25077/jrs.18.1.17-29.2022
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Lian, M., & Su, M. (2017). Seismic performance of high-strength steel fabricated eccentrically braced frame with vertical shear link. Journal of Constructional Steel Research, 137, 262–285. https://doi.org/10.1016/j.jcsr.2017.06.022
M., S. (2014). Design Aspect of including Infill Wall in RC Frame Design*. Civil Engineering Dimension, 16(1). https://doi.org/10.9744/ced.16.1.24-32
Manope, R. F., Manalip, H., & Ointoe, B. M. M. (2019). ANALISIS PORTAL STRUKTUR BAJA BERDASARKAN KONFIGURASI TIPE DAN VARIASI PANJANG LINK SISTEM EBF (ECCENTRICALLY BRACED FRAMES). Jurnal Sipil Statik, 7(9), 1191–1196.
Mishra1, M. P., Dubey2, S. K., & Mishra, M. P. (2018). Design Drift Ratio As An Indicator Of Damage In Soft Storied RCC Buildings. Journal of Engineering Research and Application Www.Ijera.Com, 8, 12–22. https://doi.org/10.9790/9622-0810011222
Muhammad, D. F., & Suswanto, B. (2020). Studi Numerik Performa Rangka Bresing Eksentrik Link Vertikal Profil Tubular. In Jurnal Aplikasi Teknik Sipil (Vol. 18, Issue 1).
Nugraha, J., Pasau, G., Sunardi, B., & Widiyantoro, S. (n.d.). ANALISIS HAZARD GEMPA DAN ISOSEISMAL UNTUK WILAYAH JAWA-BALI-NTB (SEISMIC HAZARD ANALYSIS AND ISOSEISMAL FOR JAVA-BALI-NTB).
Özsoy Özbay, A. E., & Gündeş Bakır, P. (2021). Estimation of interstory drift ratio and performance levels for the multistory buildings considering the effect of soil-structure interaction. Pamukkale University Journal of Engineering Sciences, 27(3), 291–303. https://doi.org/10.5505/pajes.2020.26675
Pangestuti, P. A., & Suswanto, B. (2021). Analisis Performa Eccentrically Braced Frames (EBF) Vertikal Link Menggunakan Wide Flange (WF) Link. In Jurnal Aplikasi Teknik Sipil (Vol. 19, Issue 3).
Prof, A., Jaya, P., & Alandkar, P. M. (n.d.). IJESRT INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY DRIFT ANALYSIS IN MULTISTORIED BUILDING. International Journal of Engineering Sciences & Research Technology. https://doi.org/10.5281/zenodo.203914
Rani, C. M., Muttaqin, M., & Aulia, T. B. (2019). STUDI PERBANDINGAN STRESS RATIO PADA PORTAL BAJA MENGGUNAKAN BRACING DENGAN EFFECTIVE LENGTH METHOD (ELM) DAN DIRECT ANALISYS METHOD (DAM). Jurnal Arsip Rekayasa Sipil Dan Perencanaan, 2(2), 141–148. https://doi.org/10.24815/jarsp.v2i2.13215
Rofooei, F. R., & Soleimani, M. (2023). Assessment of the seismic behavior of self-centering eccentrically braced frames with vertical link-beam. Structures.
Rumimper, B. A. E., & Dapas, S. E. W. R. S. W. S. O. (2013). PERHITUNGAN INTER STORY DRIFT PADA BANGUNAN TANPA SET-BACK DAN DENGAN SET-BACK AKIBAT GEMPA. Jurnal Sipil Statik , 1(6), 408–414.
Sarvade, M. R. D., Kulkarni, S. K., & Student, P. G. (2022). Analytical Study on Storey Shear and Base Shear of H Shape and Step Back Set Back Multistoried Buildings on Sloping Ground.
Sharapov, D. A., Gebre, T. H., & Ali, Y. M. (2021). The effect of story drift in a multi-story building under the influence of an earthquake. Structural Mechanics of Engineering Constructions and Buildings, 17(3), 270–277. https://doi.org/10.22363/1815-5235-2021-17-3-270-277
Susanti, L., & Wijaya, M. (2022a). Eccentricity Effect on The Cyclic Response of Braced Frame Type-V. Civil and Environmental Science, 005(01), 089–095. https://doi.org/10.21776/ub.civense.2022.00501.9
Susanti, L., & Wijaya, M. N. (2022b). Eccentricity effect on the cyclic response of braced frame type-V. In Civil and Environmental Science Journal (Vol. 5, Issue 1).
Tan, K. G., & Christopoulos, C. (2016). Development of Replaceable Cast Steel Links for Eccentrically Braced Frames. Journal of Structural Engineering, 142(10). https://doi.org/10.1061/(asce)st.1943-541x.0001550
Vetr, M. G., Ghamari, A., & Bouwkamp, J. (2017). Investigating the nonlinear behavior of Eccentrically Braced Frame with vertical shear links (V-EBF). Journal of Building Engineering, 10, 47–59. https://doi.org/10.1016/j.jobe.2017.02.002
Widyaningrum, A., Haryanto, Y., Sudibyo, G. H., & Hermanto, N. I. S. (2019). Seismic performance of the inpatient building of Goeteng Hospital, Purbalingga, Indonesia. Journal of Physics: Conference Series, 1367(1). https://doi.org/10.1088/1742-6596/1367/1/012085
Wilson, J., Rafael, M., & Lukas, A. Y. (2020). COMPARISON STUDY OF BRACING CONFIGURATION WITH SHEAR LINK IN ECCENTRICALLY BRACED FRAME STEEL STRUCTURE (Vol. 1, Issue 1).
Wilson, J., Rafael, M., & Suswanto, B. (2017). STUDI PERILAKU LINK PENDEK, LINK MENENGAH DAN LINK PANJANG PADA STRUKTUR BAJA SISTEM EBF. In © ITS JOURNAL OF CIVIL ENGINEERING (Vol. 32, Issue 1).
Xu, J., Wang, S. L., Mohamed, H. S., Han, J., Han, Z., Tu, J., & Li, Z. (2021). Seismic performance of shear energy dissipation beams in D-shaped eccentrically braced steel frames. Journal of Constructional Steel Research, 180. https://doi.org/10.1016/j.jcsr.2021.106584
Yao, Z., Wang, W., Fang, C., & Zhang, Z. (2020). An experimental study on eccentrically braced beam-through steel frames with replaceable shear links. Engineering Structures, 206. https://doi.org/10.1016/j.engstruct.2020.110185
Basavaraju, S. N., & Kavitha, S. (2020). Comparative Analysis of Multi Storey Mono Column Structures for Different Plan Configuration with Same Plan Area. Journal of Physics: Conference Series, 1706(1). https://doi.org/10.1088/1742-6596/1706/1/012133
Bolouri Bazaz, H. R., Akhtarpour, A., & Karamodin, A. (2021). A Study on The Effects of Piled-Raft Foundations on The Seismic Response of A High Rise Building Resting on Clayey Soil. Soil Dynamics and Earthquake Engineering, 145(March), 106712. https://doi.org/10.1016/j.soildyn.2021.106712
Bouwkamp, J., Vetr, M. G., & Ghamari, A. (2016). An analytical model for inelastic cyclic response of eccentrically braced frame with vertical shear link (V-EBF). Case Studies in Structural Engineering, 6, 31–44. https://doi.org/10.1016/j.csse.2016.05.002
David, R. G., & Sarif, N. (2020). Seismic performance of eccentrically braced frames. IOP Conference Series: Materials Science and Engineering, 989(1). https://doi.org/10.1088/1757-899X/989/1/012021
Dev Bhatt, A. (2020). COMPARISON OF INTERSTOREY DRIFT IN GENERAL RC BUILDINGS IN POUNDING AND NO POUNDING CASE. Issue 1 TECHNICAL JOURNAL TECHNICAL JOURNAL, 2(1).
Erizal, M. I., Suwondo, R., & Suangga, M. (2023). Application of direct analysis method on the long span steel structures. IOP Conference Series: Earth and Environmental Science, 1169(1), 012025. https://doi.org/10.1088/1755-1315/1169/1/012025
Fauzan, S. A., Wirawan, N. B., & Yudi, A. (n.d.). Comparative Story Drift Analysis of High Rise Building Structure between X-Braced Frame and Two Story X-Braced Frame. In ICOSITER 2018 Proceeding Journal of Science and Applicative Technology (Vol. 10). http://puskim.pu.go.id/Aplikasi/desain_spektra_indonesia_2011/.
Handana, M. A. P., Karolina, R., & Steven. (2018). Performance evaluation of existing building structure with pushover analysis. IOP Conference Series: Materials Science and Engineering, 309(1). https://doi.org/10.1088/1757-899X/309/1/012039
Hassaballa, A. E., Ismaeil, M. A., Alzead, A. N., & Adam, F. M. (2014). Pushover Analysis of Existing 4 Storey RC Flat Slab Building. International Journal of Sciences: Basic and Applied Research (IJSBAR) International Journal of Sciences: Basic and Applied Research, 16(2), 242–257. http://gssrr.org/index.php?journal=JournalOfBasicAndApplied
Idris, Y. (2017). Structural Behaviour of Steel Building with Modified X-Braced EBF (Eccentrically Braced Frames) by Pushover Analysis. 7(6).
Islam, S., & Islam, M. M. (2013). Analysis on the Structural Systems for Drift Control of Tall Buildings due to Wind Load: Critical Investigation on Building Heights A Review of the Geotechnical and Environmental Challenges of the Dhaka Metro Rail Project (MRT Line-6) View project Feasibility Study on Concrete Dust as a Substitute of Filling Sand for Road Construction View project Analysis on the Structural Systems for Drift Control of Tall Buildings due to Wind Load: Critical Investigation on Building Heights. In The AUST Journal of Science and Technology (Vol. 5, Issue 2). https://www.researchgate.net/publication/277584902
Ji, X., Wang, Y., Ma, Q., & Okazaki, T. (2016). Cyclic Behavior of Very Short Steel Shear Links. Journal of Structural Engineering, 142(2). https://doi.org/10.1061/(asce)st.1943-541x.0001375
Kaffah, S., & Suswanto, B. (2021). Analisis Perilaku Vertical Eccentrically Braced Frame Mengunakan Profil Tubular Ganda. In Jurnal Aplikasi Teknik Sipil (Vol. 19, Issue 4).
Kumalasari, A. I., Suswanto, B., & Sugihardjo, H. (2022). Perbandingan Perilaku Siklik Elemen Replaceable Link Material Baja Konvesional Dengan Low Yield Point Steel (LYS). Jurnal Rekayasa Sipil (JRS-Unand), 18(1), 17. https://doi.org/10.25077/jrs.18.1.17-29.2022
Li, S., Liu, Y. H., & Tian, J. B. (2018). Experimental and Analytical Study of Eccentrically Braced Frames Combined with High-Strength Steel. International Journal of Steel Structures, 18(2), 528–553. https://doi.org/10.1007/s13296-018-0018-x
Li, Y. W., Li, G. Q., Sun, F. F., & Jiang, J. (2022). Mitigating Inter-Story Drift Concentration of Concentrically Braced Steel Frames Using Energy-Dissipative Columns. Journal of Earthquake Engineering, 26(1), 221–239. https://doi.org/10.1080/13632469.2019.1682088
Lian, M., & Su, M. (2017). Seismic performance of high-strength steel fabricated eccentrically braced frame with vertical shear link. Journal of Constructional Steel Research, 137, 262–285. https://doi.org/10.1016/j.jcsr.2017.06.022
M., S. (2014). Design Aspect of including Infill Wall in RC Frame Design*. Civil Engineering Dimension, 16(1). https://doi.org/10.9744/ced.16.1.24-32
Manope, R. F., Manalip, H., & Ointoe, B. M. M. (2019). ANALISIS PORTAL STRUKTUR BAJA BERDASARKAN KONFIGURASI TIPE DAN VARIASI PANJANG LINK SISTEM EBF (ECCENTRICALLY BRACED FRAMES). Jurnal Sipil Statik, 7(9), 1191–1196.
Mishra1, M. P., Dubey2, S. K., & Mishra, M. P. (2018). Design Drift Ratio As An Indicator Of Damage In Soft Storied RCC Buildings. Journal of Engineering Research and Application Www.Ijera.Com, 8, 12–22. https://doi.org/10.9790/9622-0810011222
Muhammad, D. F., & Suswanto, B. (2020). Studi Numerik Performa Rangka Bresing Eksentrik Link Vertikal Profil Tubular. In Jurnal Aplikasi Teknik Sipil (Vol. 18, Issue 1).
Nugraha, J., Pasau, G., Sunardi, B., & Widiyantoro, S. (n.d.). ANALISIS HAZARD GEMPA DAN ISOSEISMAL UNTUK WILAYAH JAWA-BALI-NTB (SEISMIC HAZARD ANALYSIS AND ISOSEISMAL FOR JAVA-BALI-NTB).
Özsoy Özbay, A. E., & Gündeş Bakır, P. (2021). Estimation of interstory drift ratio and performance levels for the multistory buildings considering the effect of soil-structure interaction. Pamukkale University Journal of Engineering Sciences, 27(3), 291–303. https://doi.org/10.5505/pajes.2020.26675
Pangestuti, P. A., & Suswanto, B. (2021). Analisis Performa Eccentrically Braced Frames (EBF) Vertikal Link Menggunakan Wide Flange (WF) Link. In Jurnal Aplikasi Teknik Sipil (Vol. 19, Issue 3).
Prof, A., Jaya, P., & Alandkar, P. M. (n.d.). IJESRT INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY DRIFT ANALYSIS IN MULTISTORIED BUILDING. International Journal of Engineering Sciences & Research Technology. https://doi.org/10.5281/zenodo.203914
Rani, C. M., Muttaqin, M., & Aulia, T. B. (2019). STUDI PERBANDINGAN STRESS RATIO PADA PORTAL BAJA MENGGUNAKAN BRACING DENGAN EFFECTIVE LENGTH METHOD (ELM) DAN DIRECT ANALISYS METHOD (DAM). Jurnal Arsip Rekayasa Sipil Dan Perencanaan, 2(2), 141–148. https://doi.org/10.24815/jarsp.v2i2.13215
Rofooei, F. R., & Soleimani, M. (2023). Assessment of the seismic behavior of self-centering eccentrically braced frames with vertical link-beam. Structures.
Rumimper, B. A. E., & Dapas, S. E. W. R. S. W. S. O. (2013). PERHITUNGAN INTER STORY DRIFT PADA BANGUNAN TANPA SET-BACK DAN DENGAN SET-BACK AKIBAT GEMPA. Jurnal Sipil Statik , 1(6), 408–414.
Sarvade, M. R. D., Kulkarni, S. K., & Student, P. G. (2022). Analytical Study on Storey Shear and Base Shear of H Shape and Step Back Set Back Multistoried Buildings on Sloping Ground.
Sharapov, D. A., Gebre, T. H., & Ali, Y. M. (2021). The effect of story drift in a multi-story building under the influence of an earthquake. Structural Mechanics of Engineering Constructions and Buildings, 17(3), 270–277. https://doi.org/10.22363/1815-5235-2021-17-3-270-277
Susanti, L., & Wijaya, M. (2022a). Eccentricity Effect on The Cyclic Response of Braced Frame Type-V. Civil and Environmental Science, 005(01), 089–095. https://doi.org/10.21776/ub.civense.2022.00501.9
Susanti, L., & Wijaya, M. N. (2022b). Eccentricity effect on the cyclic response of braced frame type-V. In Civil and Environmental Science Journal (Vol. 5, Issue 1).
Tan, K. G., & Christopoulos, C. (2016). Development of Replaceable Cast Steel Links for Eccentrically Braced Frames. Journal of Structural Engineering, 142(10). https://doi.org/10.1061/(asce)st.1943-541x.0001550
Vetr, M. G., Ghamari, A., & Bouwkamp, J. (2017). Investigating the nonlinear behavior of Eccentrically Braced Frame with vertical shear links (V-EBF). Journal of Building Engineering, 10, 47–59. https://doi.org/10.1016/j.jobe.2017.02.002
Widyaningrum, A., Haryanto, Y., Sudibyo, G. H., & Hermanto, N. I. S. (2019). Seismic performance of the inpatient building of Goeteng Hospital, Purbalingga, Indonesia. Journal of Physics: Conference Series, 1367(1). https://doi.org/10.1088/1742-6596/1367/1/012085
Wilson, J., Rafael, M., & Lukas, A. Y. (2020). COMPARISON STUDY OF BRACING CONFIGURATION WITH SHEAR LINK IN ECCENTRICALLY BRACED FRAME STEEL STRUCTURE (Vol. 1, Issue 1).
Wilson, J., Rafael, M., & Suswanto, B. (2017). STUDI PERILAKU LINK PENDEK, LINK MENENGAH DAN LINK PANJANG PADA STRUKTUR BAJA SISTEM EBF. In © ITS JOURNAL OF CIVIL ENGINEERING (Vol. 32, Issue 1).
Xu, J., Wang, S. L., Mohamed, H. S., Han, J., Han, Z., Tu, J., & Li, Z. (2021). Seismic performance of shear energy dissipation beams in D-shaped eccentrically braced steel frames. Journal of Constructional Steel Research, 180. https://doi.org/10.1016/j.jcsr.2021.106584
Yao, Z., Wang, W., Fang, C., & Zhang, Z. (2020). An experimental study on eccentrically braced beam-through steel frames with replaceable shear links. Engineering Structures, 206. https://doi.org/10.1016/j.engstruct.2020.110185
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2023-05-30
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Rommel, E., Helga, Y., Kumalasari, A. I., & Cahyani, R. A. T. (2023). PERFORMANCE ANALYSIS OF ECCENTRIC PORTAL BRACING TO VERTICAL AND HORIZONTAL LINK CLASSIFICATION. Jurnal Pensil : Pendidikan Teknik Sipil, 12(2), 262–272. https://doi.org/10.21009/jpensil.v12i2.34418
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