ANALISIS PERBANDINGAN SIMPANGAN STRUKTUR BAJA PASAR RAKYAT BANYUASRI DI BULELENG PADA MODEL DENGAN DAN TANPA BASEMENT

I Made Griadi Dharma Putra; I Putu Ellsa Sarassantika; Kadek Windy Candrayana

Authors

I Made Griadi Dharma Putra Universitas Warmadewa Bali
I Putu Ellsa Sarassantika Universitas Warmadewa
Kadek Windy Candrayana Universitas Warmadewa

Keywords:

basement model, modelling comparison, structure performance, structural drift, steel structure

Abstract

Development in Indonesia is currently experiencing very rapid development, with the development of technology in the construction sector, to meet the aesthetic aspects of buildings and due to limited land, it is planned that building construction will be multi-storey. In the planning and design of multi-storey buildings, the decision to include or not include a basement has significant implications for the structural behavior of the building, particularly in relation to lateral drift and overall stability. Lateral drift, or horizontal shift between levels, is a crucial parameter in ensuring the comfort and structural integrity of buildings when facing lateral loads such as earthquakes. Comparative analysis between these two models is important to understand the influence of the presence of a basement on the dynamic response of a building. The main focus is to evaluate the extent to which the presence of a basement influences the lateral stiffness and dynamic response of the building. Analysis shows that the drift value produced by the model without basement is smaller than the model with basement. Namely, the maximum value for the model without a basement is 17.3 mm and the model with a basement has a maximum value of 29.1 mm with a clearance of 54.6 mm on the 3rd floor in the x direction and in the Y direction. The maximum value for the model without a basement is 25.4 mm and the model with a basement has a maximum value of 43.6 mm with a clearance of 54.6 on the 3rd floor. Based on the results of the analysis that has been carried out, it shows that both models have met the earthquake resistance requirements such as base force. seismic, permissible deviations between floors, capital, and mass inclusions.

Keywords: Steel structure; drift; etabs; models without basement; models with basement

References

Abdel Raheem, S. E., Ahmed, M. M. M., Ahmed, M. M., & Abdel-shafy, A. G. A. (2018). Evaluation of plan configuration irregularity effects on seismic response demands of L-shaped MRF buildings. Bulletin of Earthquake Engineering, 16(9), 3845–3869. https://doi.org/10.1007/s10518-018-0319-7

Al Hanif, B., & Koco Buwono, H. (2014). Analisis Pengaruh Shear Wall terhadap Simpangan Struktur Gedung Akibat Gempa Dinamis. Jurnal Konstruksia, 5(2), 79–101.

Badan Standardisasi Indonesia. (2020). SNI 1727:2020 Beban desain minimum dan Kriteria terkait untuk bangunan gedung dan struktur lain. Jakarta, 8, 1–336.

Badan Standardisasi Nasional. (2019). Tata Cara Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung dan Non Gedung. Sni 1726:2019, 8, 254.

Dewa Ngakan Made Dwiva Cahyana, I Nengah Sinarta, & I Putu Ellsa Sarassantika. (2022). The design of the flat slab system with drop panel in the Sukawati market building. Journal of Infrastructure Planning and Engineering (JIPE), 1(2), 75–80. https://doi.org/10.22225/jipe.1.2.2022.75-80

Fernandus, B., & Sarassantika, I. P. E. (2022). Reducing the torsional behavior in irregular special moment resisting frames with steel dampers. 1(2), 68–74.

Hartawan, I. M. N., Nyoman Parthin Indra, M., I Nengah Sinarta, I. N. S., I Wayan Gde Erick, T., & I Putu Ellsa, S. (2023). Deflection of Flat Slab-Drop Panel in the G2 Building At Warmadewa University. Journal of Infrastructure Planning and Engineering (JIPE), 2(2), 27–32. https://doi.org/10.22225/jipe.2.2.2023.27-32

Hasan, A. (2013). Analisis Perbandingan Simpangan Lateral Bangunan Tinggi Dengan Variasi Bentuk Dan Posisi Dinding Geser Studi Kasus: Proyek Apartemen The Royale Springhill Residence. Jurnal Teknik Sipil Dan Lingkungan, 1(1), 047–056.

I Gusti Ngurah Agung Eka Arya, T., Nyoman Parthin Indra, M., I Nengah, S., I Wayan Gde Erick, T., & Putu Ellsa, S. (2023). Analysis of Penel Drop-Off on Shear Slip At Flat Slab in the Animal Hospital Education Building of the Faculty of Veterinary Medicine (Rshpfkh), Udayana University. Journal of Infrastructure Planning and Engineering (JIPE), 2(2), 23–26. https://doi.org/10.22225/jipe.2.2.2023.23-26

Laily, R., Sumajouw, M. D. J., & Wallah, S. E. (2019). Perencanaan Gedung Training Center Konstruksi Beton Bertulang 4 Lantai Di Kota Manado. Jurnal Sipil Statik, 7(8), 1095–1106.

Ramadhan, A. D., Sulaksitaningrum, R., & Sarassantika, I. P. E. (2025). Comparison of Seismic Performance of L-Shaped Multi-Story Structures with Eccentrically Braced Frame and Friction Dampers. 13(1), 34–48.

Sarassantika, I. P. E., & Hsu, H. L. (2022). Improving brace member seismic performance with amplified-deformation lever-armed dampers. Journal of Constructional Steel Research, 192(August 2021), 107221. https://doi.org/10.1016/j.jcsr.2022.107221

Sarassantika, I. P. E., & Hsu, H. L. (2023). Upgrading framed structure seismic performance using steel Lever-Armed dampers in the Braces. Engineering Structures, 280(January), 115683. https://doi.org/10.1016/j.engstruct.2023.115683

Sarassantika, I. P. E., & Putra, I. B. G. P. (2020). The Importance of Awareness of Heritage Building’s Seismic Behaviors : Specific on Pagoda-Type Structure. Journal of Infrastructure & Facility Asset Management, 2(1). https://doi.org/10.12962/jifam.v2i1.6903

Sarassantika, I. P. E., Putra, I. B. G. P., Tampubolon, S., & Sanjaya, I. G. D. P. (2023). ANALISA PERFORMA SEISMIC MERU (STRUKTUR BERTINGKAT PAGODA KHAS BALI): PRELIMINARY STUDY. Jurnal Rekayasa TeknikSipil Dan Lingkungan, 4(1), 25–35.

Sarassantika, I. P. E., Sulistiana, P. D., Dhana, I. G., Sanjaya, P., Suwandi, Y. P., Ngurah, I. G., Eka, A., Tejadinata, A., & Made, I. (2023a). Kinerja Struktur Meru Terhadap Beban Angin. November, 16–17.

Sarassantika, I. P. E., Sulistiana, P. D., Dhana, I. G., Sanjaya, P., Suwandi, Y. P., Ngurah, I. G., Eka, A., Tejadinata, A., & Nova, I. M. (2023b). KEEFEKTIFAN SISTEM STRUKTURAL PADA MERU DALAM MENGHADAPI GEMPA BUMI. Jurnal Rekayasa Teknik Sipil Dan Lingkungan, 4(2), 137–146.

Sarassantika, I. P. E., Sulistiana, P. D., Sanjaya, I. G. D. P., Hartawan, I. M. N., Tejadinata, I. G. N. A. E. A., & Suwandi, K. Y. P. (2023). Seismic Performance Analysis of Meru (Bali Pagoda): Preliminary Study. E3S Web of Conferences, 445. https://doi.org/10.1051/e3sconf/202344501014

Silaban, G. T. N., Tampubolon, S. P., Sri Mulyani, A., & Felestin. (2023). Evaluasi Kinerja Struktur Gedung Bertingkat dengan Analisis Respon Spektrum dan Analisis Riwayat Waktu. Science Tech: Jurnal Ilmu Pengetahuan Dan Teknologi, 9(1). https://doi.org/10.30738/st.vol9.no1.a14295

Simbolon, S. C. R., Tampubolon, S. P., & Mulyani, A. S. (2023). PERFORMANCE ANALYSIS OF HORIZONTAL IRREGULAR BUILDINGS BASED ON RESPONS SPEKCTRUM AND TIME HISTORY METHODE. Jurnal PenSil, 12(3). https://doi.org/10.21009/jpensil.v12i3.37850

Sulaksitaningrum, R., Umniati, B. S., Ellsa Sarassantika, I. P., Casita, C. B., Pratama, M. M. A., Santoso, E., & Sulton, M. (2019). The optimal damper placement configuration for three-dimensional RC building. IOP Conference Series: Materials Science and Engineering, 669(1). https://doi.org/10.1088/1757-899X/669/1/012056

Sulistiana, P. D., Ellsa, I. P., & Sumanjaya, A. A. G. (2023). ANALISIS PENGARUH MODEL PELETAKAN RANGKA BAJA TERHADAP KINERJA STRUKTUR. November, 16–17.

Tampubolon, S. P. (2023). Bond Stress-Slip Effect for Simulation and Experiment Test of Reinforced Concrete Beam on the Pushover Behavior. AIP Conference Proceedings, 2689(1). https://doi.org/10.1063/5.0120808

Tampubolon, S. P., Sarassantika, I. P. E., & Suarjana, I. W. G. (2022). Analisis Kerusakan Struktur Bangunan dan Manajemen Bencana Akibat Gempa Bumi, Tsunami, dan Likuifaksi di Palu. Bentang : Jurnal Teoritis Dan Terapan Bidang Rekayasa Sipil, 10(2), 169–186. https://doi.org/10.33558/bentang.v10i2.3263

Wayan Mira Theresilia Lamia Ronny Pandaleke, N. E., & Dwi Handono, B. (2020). Perencanaan Struktur Gedung Beton Bertulang dengan Denah Bangunan Berbentuk “L.” Jurnal Sipil Statik, 8(4), 519–532.