Concentric Bracing Frame in Earthquake-Resistant High-Rise Buildings

Mohammedalameen Ahmed Aldaw Alhussein, Guntur Nugroho, Wahiddin Wahiddin, Nursetiawan Nursetiawan

Abstract


Indonesia has regular earthquakes; thus, constructions must be designed to SNI 1726:2019. Building height based on SNI 1726:2012 table 9 and article 7.2.5.4 maximums. The survey says response-based damage models can assess ground vibrations. The earthquake damage was assessed and compared to the moment-resisting frame after the structure was rehabilitated with concentric bracing. 1) This study analyzes lateral forces on each level for moment-resisting and concentric-braced frames. CBF, 2) assessing displacements at each level for moment-resisting and concentric braced frames, and 3) counting narratives. The ETABS Structural Analysis Professional 2020 program measures structural element internal forces. Internal forces include shear, axial, bending, and twisting. Next, calculate level displacement, or vertical distance between levels. The pushover analysis on medium and high-rise structures shows 0.91% CBF lateral shear force. CBF stiffens elastically. CBF supports enhance CBF displacement by 70%, minimize floor structure displacement, and stiffen the steel frame laterally more than MRF. Maximum CBF deviation between floors is 85%; CBF and MRF weight differential is 1.530%. Thus, the CBF exceeds the frame weight. The designed structure is important, but seismic performance in static and dynamic nonlinear circumstances differs.

Keywords


Comparison; Concentric Bracing Frame (CBF); Earthquake Resistant

Full Text:

PDF

References


Acharyya, S., Mohan, M. and Kujur, J. (2016) 'Study on control of horizontal deflection and story drift in multi-story buildings due to lateral loads by changing column section,' Indian Journal of Science and Technology, 9(30). Available at: https://doi.org/10.17485/ijst/2016/v9i30/99204.

Ahmadi, O., Ricles, J.M. and Sause, R. (2018) 'Modeling and seismic collapse resistance study of a steel SC-MRF,' Soil Dynamics and Earthquake Engineering, 113(May), pp. 324–338. Available at: https://doi.org/10.1016/j.soildyn.2018.05.026.

Alshamrani, O. et al. (2009) 'Optimal bracing type and position to minimize lateral drift in high-rise buildings,' WIT Transactions on the Built Environment, 106, pp. 155–166. Available at: https://doi.org/10.2495/OP090141.

Alwaeli, W. et al. (2017) 'Multilevel nonlinear modeling verification scheme of R.C. high-rise wall buildings,' Bulletin of Earthquake Engineering, 15(5), pp. 2035–2053. Available at: https://doi.org/10.1007/s10518-016-0056-8.

Aryo and Suangga, M. (2020) 'Performance evaluation of outrigger location on the seismic load distribution of high-rise building structure,' IOP Conference Series: Earth and Environmental Science, 426(1), pp. 1–10. Available at: https://doi.org/10.1088/1755-1315/426/1/012063.

Bora, K. and Pande, R.K. (2017) 'Earthquake Vulnerability Assessment of Buildings of Ward No. 8 of Haldwani –Kathgodam Municipal Corporation, Uttarakhand, India', AIP Conference Proceedings, 1857(8), pp. 1–7. Available at: https://doi.org/10.1063/1.4987080.

Ccahuana, W., Coronel, J. and Soto, J. (2020) 'Direct Displacement-Based Design (DDBD) applied to dual wall-frame buildings and steel concentric braced frames,' IOP Conference Series: Materials Science and Engineering, 910(1). Available at: https://doi.org/10.1088/1757-899X/910/1/012013.

Formisano, A. et al. (2020) 'Seismic retrofit of gravity load designed R.C. buildings using external steel concentric bracing systems,' Engineering Failure Analysis, 111(March), p. 104485. Available at: https://doi.org/10.1016/j.engfailanal.2020.104485.

Güler, K. and Celep, Z. (2020) 'On the general requirements for the design of earthquake resistant buildings in the Turkish Building Seismic code of 2018', IOP Conference Series: Materials Science and Engineering, 737(1). Available at: https://doi.org/10.1088/1757-899X/737/1/012015.

Gusella, F. et al. (2019) 'Axial response of cold-formed steel bracing members with holes,' Journal of Constructional Steel Research, 161, pp. 70–85. Available at: https://doi.org/10.1016/j.jcsr.2019.06.015.

Hancilar, U., Sesetyan, K. and Cakti, E. (2020) 'Comparative earthquake loss estimations for high-code buildings in Istanbul,' Soil Dynamics and Earthquake Engineering, 129(November 2019), p. 105956. Available at: https://doi.org/10.1016/j.soildyn.2019.105956.

Hariadi, S.K. (2019) ‘ANALISIS PENGARUH PENGEKANG (BRACING) SEBAGAI ELEMEN PENAHAN GEMPA TERHADAP KEKAKUAN LATERAL STRUKTUR GEDUNG SEPULUH LANTAI’.

Issa, A.S. and Alam, M.S. (2019) 'Seismic Performance of a Novel Single and Double Spring-Based Piston Bracing,' Journal of Structural Engineering, 145(2), pp. 1–18. Available at: https://doi.org/10.1061/(asce)st.1943-541x.0002245.

Jalali, Y., Amiri, G.G. and Shakouri, A. (2021) 'Comparative response assessment of base-isolated braced-frame buildings considering effects of ductility design,' Journal of Building Engineering, 43, pp. 1–9. Available at: https://doi.org/10.1016/j.jobe.2021.103110.

Kapoor, A. and Setia, S. (2020) 'Effectiveness of Seismically Resistant Braced Frames to Blast Loading,' IOP Conference Series: Materials Science and Engineering, 1004(1), pp. 1–9. Available at: https://doi.org/10.1088/1757-899X/1004/1/012008.

Karsaz, K. and Razavi Tosee, S.V. (2018) 'A Comparative Study on the Behavior of Steel Moment-Resisting Frames with Different Bracing Systems Based on a Response-Based Damage Index,' Civil Engineering Journal, 4(6), p. 1354. Available at: https://doi.org/10.28991/cej-0309178.

Khan, Z., Naryana, B B. and Raz, S.A. (2015) 'Effect of Concentric and Eccentric Type of Bracings on Performance-Based Seismic Analysis of Rc Building,' International Journal of Research in Engineering and Technology, 04(06), pp. 278–283. Available at: https://doi.org/10.15623/ijret.2015.0406046.

Kumar, M.S., Senthilkumar, R. and Sourabha, L. (2019) 'Seismic performance of special concentric steel braced frames,' Structures, 20(March), pp. 166–175. Available at: https://doi.org/10.1016/j.istruc.2019.03.012.

Kurniawan, R., Nurtanto, D. and Hayu, G.A. (2018) ‘Special Concentric Frame StructuresComparative Study of the Behaviour of Building Structure of Hotel Dafam Lotus Jember By Using Moment Resisting Frame and Eccentrically Braced Frame’, Jurnal Rekayasa Sipil dan Lingkungan, 2(01), p. 13. Available at: https://doi.org/10.19184/jrsl.v2i01.7435.

Lingeshwaran, N. et al. (2021) 'A study on seismic analysis of high-rise building with and without floating columns and shear wall,' Materials Today: Proceedings, 47(X), pp. 5451–5456. Available at: https://doi.org/10.1016/j.matpr.2021.07.120.

Maida, Y. et al. (2018) 'Structural characteristics of existing high-rise R.C. buildings classified as seismic resistant, seismic response control, and seismic isolation structure,' AIJ Journal of Technology and Design, 24(56), pp. 171–176. Available at: https://doi.org/10.3130/aijt.24.171.

Maizuar, M. and Burhanuddin, B. (2016) ‘Studi Komparasi Perilaku Struktur Sistem Rangka Berpengaku Eksentrik Tipe D Terhadap Sistem Rangka Pemikul Momen’, Teras Jurnal, 2(4), pp. 301–309. Available at: https://doi.org/10.29103/tj.v2i4.56.

Musthafa, N.F. and Hindaryanto, A. (2021) ‘Bangunan Tinggi Dan Bencana Gempa Bumi’, Journal of Economic, Business and Engineering (JEBE), 3(1), pp. 50–60. Available at: https://doi.org/10.32500/jebe.v3i1.2046.

Nur, A.M. (2010) ‘Gempa Bumi, Tsunami Dan Mitigasinya’, Gempa Bumi, Tsunami Dan Mitigasinya, 7(1). Available at: https://doi.org/10.15294/jg.v7i1.92.

Pachideh, G., Kafi, M. and Gholhaki, M. (2020) 'Evaluation of the cyclic performance of a novel bracing system equipped with a circular energy dissipater,' Structures, 28(September), pp. 467–481. Available at: https://doi.org/10.1016/j.istruc.2020.09.007.

Pramono, S. et al. (2021) 'Preliminary Engineering Seismology Report From Strong Motion Records For Malang Earthquake-East Java, Indonesia', Indonesia Agency of Meteorology, pp. 1–16.

Quezon, E.T. (2021) 'Assessment on Materials Quality Control Implementation of Building Construction Projects and Workmanship : A Case Study of Ambo Assessment on Materials Quality Control Implementation of Building Construction Projects and Workmanship : A Case Study of Ambo University.'

Rahman, M.A., Teguh, M. and Saleh, F. (2021) 'Comparative study of structural response on multi-story buildings with shear wall and bracing systems,' IOP Conference Series: Earth and Environmental Science, 933(1), pp. 1–9. Available at: https://doi.org/10.1088/1755-1315/933/1/012009.

Renaldi, C., Setiawan, S. and Tanojo, E. (2019) ‘Perbandingan Kinerja Struktur Baja Rangka Terbreis Konsentris Khusus Berbentuk Multistory X Dan Zipper V Terbalik Pada Bangunan 12 dan 18 Lantai’, Teknik Sipil, 1(1), pp. 36–43. Available at: http://publication.petra.ac.id/index.php/teknik-sipil/article/view/9544.

Ronagh, M. and (2011) 'Plastic Hinge Length of R.C. Columns Subjected to Both Far-Fault and Near-Fault Ground Motions Having Forward Directivity,' The Structural Design of Tall and Special Buildings, 24(July 2014), pp. 421–439. Available at: https://doi.org/10.1002/tal.

Salek Faramarzi, M. and Taghikhany, T. (2020) 'Direct performance-based seismic design of strongback steel braced systems,' Structures, 28(June), pp. 482–495. Available at: https://doi.org/10.1016/j.istruc.2020.08.069.

Shen, J. et al. (2017) 'Seismic performance of concentrically braced frames with and without brace buckling,' Engineering Structures, 141, pp. 461–481. Available at: https://doi.org/10.1016/j.engstruct.2017.03.043.

SNI 1726:2019 (2019) Tata cara perencanaan ketahanan gempa untuk struktur bangunan gedung dan nongedung. Badan Standarisasi Nasional.

Sukrawa, M. et al. (2016) ‘Perkuatan Seismik Struktur Rangka Beton Bertulang Menggunakan Breising Baja Tipe X Dan V Terbalik’, Jurnal Spektran, 4(2). Available at: https://doi.org/10.24843/spektran.2016.v04.i02.p10.

Sukrawa, M., Giri, I.B.D. and Tama, I.M.A.D. (2013) ‘Kajian Kinerja Struktur Rangka Bresing V-Terbalik Eksentrik dan Konsentrik’, Struktur, 2002(KoNTekS 7), pp. 24–26.

Susanti, L. and Wijaya, M. (2022) 'Eccentricity effect on the cyclic response of braced frame type-V,' Civil and Environmental Science, 005(01), pp. 089–095. Available at: https://doi.org/10.21776/ub.civense.2022.00501.9.

Syed, Z.I. et al. (2017) 'Performance of Earthquake-resistant RCC Frame Structures under Blast Explosions,' Procedia Engineering, 180, pp. 82–90. Available at: https://doi.org/10.1016/j.proeng.2017.04.167.

Tafheem, Z. and Khusru, S. (2013) 'Structural behavior of steel building with concentric and eccentric bracing: A comparative study Steel Structure View project Influence of opening parameters on the seismic performance of R.C. shear walls View project,' 4(August), pp. 12–19. Available at: https://doi.org/10.6088/ijcser.201304010002.

Tanijaya, J. (2021) 'Structural performance of concentrically and eccentrically braced frame,' IOP Conference Series: Earth and Environmental Science, 871(1), pp. 0–8. Available at: https://doi.org/10.1088/1755-1315/871/1/012046.

Trutalli, D. et al. (2019) 'Seismic capacity of steel frames braced with cross-concentric rectangular plates: Nonlinear analyses,' Journal of Constructional Steel Research, 161, pp. 128–136. Available at: https://doi.org/10.1016/j.jcsr.2019.07.003.

Yao, Z. et al. (2020) 'An experimental study on eccentrically braced beam-through steel frames with replaceable shear links,' Engineering Structures, 206(August 2019), p. 110185. Available at: https://doi.org/10.1016/j.engstruct.2020.110185.

Zhang, R. (2023) 'Research Review on Earthquake Resilient Structures', 52(January 2009), pp. 274–296.

Zulfiar, M.H. and Zai, M.I.I. (2021) ‘Penilaian Kerentanan Bangunan Terhadap Gempa Bumi pada Gedung Perkuliahan Berlantai Tinggi di Yogyakarta’, Bulletin of Civil Engineering, 1(2), pp. 1–8. Available at: https://doi.org/10.18196/bce.v1i2.11075.




DOI: https://doi.org/10.18196/st.v27i1.21864

Refbacks

  • There are currently no refbacks.


Copyright (c) 2024 Mohammedalameen Ahmed Aldaw Alhussein, Guntur Nugroho, Wahiddin Wahiddin, Nusetiawan Nusetiawan

Editorial Office :

SEMESTA TEKNIKA

Faculty of Engineering, Universitas Muhammadiyah Yogyakarta.

Jln. Brawijaya Tamantirto Kasihan Bantul 55183 Indonesia

Telp:(62)274-387656, Fax.:(62)274-387656

Email: semesta_teknika@umy.ac.id, semestateknika@umy.university

Website: http://http://journal.umy.ac.id/index.php/st

Creative Commons License

Semesta Teknika is licensed under a Creative Commons Attribution 4.0 International License.