The Performance Analysis of High-Rise Building Structure Based on SNI 03-1726-2012 and SNI 03-1726-2019 (Case Study: Tower 1 Transit-Oriented Development Apartment Pondok Cina, Depok)
Abstract
Indonesia has the latest seismic standard, namely SNI 03-1726-2012 which replaces the previous seismic standard, namely SNI 03-1726-2012. This study aims to compare the calculation and analysis of the result of the Transit-Oriented Development (TOD) apartment in Pondok Cina, Depok based on SNI 03-1726-2012 and SNI 03-1726-2019 and find out what parameters make a significant difference between SNI 03-1726-2012 and SNI 03-1726-2012. SNI 03-1726-2019. From the comparison results, there was an increase in the parameter values ​​of SS and S1 in SNI 03-1726-2019, resulting in the influence of the parameter values ​​of SDS and SD1 which became the reference for calculating the acceleration value of the response spectra in SNI 03-1726-2019. The value of the basic static shear force in the X and Y directions in SNI 03-1726-2019 increased by 18% from the value of the basic static shear force in SNI 03-1726-2012 and the value of the dynamic basic shear force in the X and Y directions in SNI 03-1726- 2019 experienced an increase of 15% from the value of the dynamic base shear force in SNI 03-1726-2012. The basic shear force increases because the acceleration spectral design response has a high increase in 03-1726-2019 compared to SNI 03-1726-2012. Based on the control of the performance level of the Transit-Oriented Development (TOD) apartment building, Pondok Cina Depok, is included in the Immediate Occupancy, meaning that when an earthquake occurs, the building does not suffer heavy damage, can still be used and the risk of casualties is very small. Performance-based planning can provide information on how the building behaves during an earthquake and the extent to which the earthquake will affect the structure.
References
R. Villaverde, Fundamental Concepts of Earthquake Engineering. 2009.
M. A. Nur, “Gempa Bumi, Tsunami Dan Mitigasinya,†J. Geogr., vol. 7, no. 1, 2010, doi: 10.15294/jg.v7i1.92.
B. Mustafa, “Analisis gempa nias dan gempa sumatera barat dan kesamaannya yang tidak menimbulkan tsunami,†vol. 2, no. 1, pp. 44–50, 2010.
S. P. Tampubolon, C. Y. Wang, and R. Z. Wang, “Numerical simulations of the bond stress-slip effect of reinforced concrete on the push over behavior of interior beam-column joint,†IOP Conf. Ser. Mater. Sci. Eng., vol. 725, no. 1, 2020, doi: 10.1088/1757-899X/725/1/012028.
S. P. Tampubolon, I. P. E. Sarassantika, and I. W. G. Suarjana, “Analisis Kerusakan Struktur Bangunan dan Manajemen Bencana Akibat Gempa Bumi, Tsunami, dan Likuifaksi di Palu,†Bentang J. Teor. dan Terap. Bid. Rekayasa Sipil, vol. 10, no. 2, pp. 169–186, 2022, doi: 10.33558/bentang.v10i2.3263.
A. S. Elnashai and L. Di Sarno, “Fundamentals of Earthquake Engineering,†Fundam. Earthq. Eng., pp. 1–347, 2008, doi: 10.1002/9780470024867.
S. P. Simanjuntak, P. Tampubolon, “Evaluasi respon seismik struktur bangunan Universitas Terbuka Palu terhadap gempa Sulteng 28 September 2018,†vol. 3, no. 2, pp. 119–129, 2023.
R. Sulaksitaningrum et al., “The optimal damper placement configuration for three-dimensional RC building,†IOP Conf. Ser. Mater. Sci. Eng., vol. 669, no. 1, 2019, doi: 10.1088/1757-899X/669/1/012056.
B. Fernandus and I. P. E. Sarassantika, “Reducing the torsional behavior in irregular special moment resisting frames with steel dampers,†vol. 1, no. 2, pp. 68–74, 2022.
W. Dewobroto, “Evaluasi Kinerja Struktur Baja Tahan Gempa dengan Analisa Pushover,†Semin. Bid. Kaji., p. 28, 2005.
S. P. Tampubolon, C. Y. Wang, and R. Z. Wang, “Numerical simulations of the bond stress-slip effect of reinforced concrete on the push over behavior of wall,†IOP Conf. Ser. Mater. Sci. Eng., vol. 3, no. 11, pp. 39–45, 2018, doi: 10.1088/1757-899X/725/1/012028.
I. W. M. Andreasnata, I. N. Sinarta, N. K. Armaeni, and I. P. E. Sarassantika, “Column structure strengthening with FRP (Fiber Reinforced Polymer) due to story addition,†J. Infrastrcuture Plan. Engfineering, vol. 1, no. 1, pp. 38–45, 2022.
I. P. E. Sarassantika and H. L. Hsu, “Improving brace member seismic performance with amplified-deformation lever-armed dampers,†J. Constr. Steel Res., vol. 192, p. 107221, 2022, doi: 10.1016/j.jcsr.2022.107221.
I. P. E. Sarassantika and H. L. Hsu, “Upgrading framed structure seismic performance using steel Lever-Armed dampers in the Braces,†Eng. Struct., vol. 280, no. January, p. 115683, 2023, doi: 10.1016/j.engstruct.2023.115683.
FEMA 273, “NEHRP GUIDELINES FOR THE SEISMIC REHABILITATION OF BUILDINGS (FEMA Publication 273),†Earthq. Spectra, vol. 16, no. 1, pp. 227–239, 1997, doi: 10.1193/1.1586092.
E. Purnomo, E. Purwanto, and A. Supriyadi, “Analisis dinamik respon spektrum menggunakan software Etabs (studi kasus: bangunan hotel di Semarang),†Matriks Tek. Sipil, vol. 2, no. 4, pp. 569–576, 2014.
A. S. Nana Patria, “Perbandingan Parameter Spektrum Respons Desain Sni 1726:2012 Dengan Sni 1726:2019 Pada 39 Kabupaten/Kota Di Pulau Jawa,†J. Kacapuri J. Keilmuan Tek. Sipil, vol. 4, no. 1, p. 126, 2021, doi: 10.31602/jk.v4i1.5336.
R. R. Darmawan, E. Susanti, and ..., “Studi Komparasi Parameter Respons Spectrum Gempa SNI 1726-2012 Terhadap SNI 1726-2019 Dengan Studi Kasus Gedung C Stie Perbanas,†Teknol. Perenc., 2021.
A. S. Nurul Sodik and R. Andayani, “Pengaruh Penerapan SNI 1726:2019 Terhadap Desain Struktur Rangka Momen Beton Bertulang Di Indonesia,†J. Rekayasa Sipil, vol. 17, no. 1, p. 1, 2021, doi: 10.25077/jrs.17.1.1-12.2021.
ATC-40, “Seismic evaluation and retrofit of concrete buildings volume 1 ATC-40,†ATC 40, Appl. Technol. Counc., vol. 1, p. 334, 1996.
Authors who publish with this journal agree to the following terms:
1. Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution-ShareAlike 4.0 International (CC BY-SA 4.0) that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
2. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
3. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).