ANALISIS PENGARUH DINDING BATA MERAH TERHADAP KINERJA STRUKTUR BANGUNAN TINGKAT RENDAH MENGGUNAKAN PUSHOVER
Abstract
Indonesia, which is located in the Pacific Ring of Fire area, is one of the countries that is prone to earthquakes. Therefore, the building is planned not to endanger residents. The rigidity of the structure is taken into account to make the structure safer and stronger and limit the movement of the structure. The influence of red brick walls in building design in addition to having aesthetic value in the building, brick walls also play a role in providing rigidity to the building structure, this can be proven from the value of the period in which the walled portal structure X = 0.075 and Y = 0.057 compared to the portal X = 0.656 and Y = 0.574. The maximum deviation of the portal in the direction of X=31.158 and Y=18.337 while the walled portal X=0.204 and Y=0.112 and both models are within the safe limit. However, during an earthquake, the building structure will be classified in several places so that the building no longer behaves linear but non-linear. One of the methods used is Pushover analysis with the help of the ETABS V21 program. The results of the analysis showed that the displacement occurred for the portal in the direction of X = 135.88 mm and Y = 85.13 mm while the walled portal was X = 84.01 mm and Y = 33.76 mm. So the rigidity of red brick walls affects the stability and safety of the structure longer than the portal alone. However, both building models are at the Immediate Occupancy (IO) level , which is that the damage caused by the earthquake is very small.
References
Aziz, A. M., Ridwan, M., & Wardoyo, T. (2023). Studi Struktur Gedung Beton Bertulang Pada Gedung RND PT Bernofarm Sidoarjo Menggunakan Metode Pushover Analysis dengan Program ETABS V.19 dan SAP2000 V.22.
Frapanti, S. (2018). Studi Perhitungan Kekakuan Portal Dinding Bata Pada Bangunan Bertingkat Dari Beberapa Negara dengan Pushover. In Jurnal Education Building (Vol. 4, Issue 1).
Hilma, F. T., & Anzhari, G. (2021). Evaluasi Kinerja Bangunan Menara Universitas Semarang Mengunakan Analisa Pushover.
Indarto, H., Pardoyo, B., Fahria, N., & Puji, I. (n.d.). Pengaruh Pasangan Dinding Bata Pada Respon Dinamik Struktur Gedung Akibat Beban Gempa-Himawan Indarto, dkk Pengaruh Pasangan Dinding Bata Pada Respon Dinamik Struktur Gedung Akibat Beban Gempa.
Jeferson, B., Manalip, T. H., Windah, R. S., & Dapas, S. O. (2012). Perbandingan Respons Struktur Bangunan Gedung Bertingkat Dengan Dinding Pengisi Dan Tanpa Dinding Pengisi Akibat Gempa. In Jurnal Sipil Statik (Vol. 1, Issue 1).
Kartika Sary, R., & Hamdi Asysyauki, A. (2020). Kajian Kerusakan Finishing Dinding Bata Pada Bangunan Gedung Study of The Problems of Brick Wall Finishing in The Building. In 54 | Arsir (Vol. 3, Issue 1).
Prima Arga Rumbyarso, Y. (2024). Kinerja Struktur Gedung Office 36 Lantai: Analisis Time History dan Pushover.
Rachmant, A., Widodo, A., & Pandu GNR, J. (2017). Penentuan Magnitudo Gempa Bumi Dengan Menganalisis Amplitudo Anomali Manetik Prekusor Gempa Bumi Dan Jarak Hypocenter.
Rahmat Saputra, S. (2024). Evaluasi Kinerja Struktur Beton Bertulang Dengan Memperhitungkan Dinding Bata Sebagai Struktur Pemikul Beban Gempa.
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), 363–374. https://doi.org/10.21009/jpensil.v12i3.37850
Sudarsana, I. K., Widiarsa, I. B. R., Negara, M. K. A., & Wirawan, I. P. A. P. (2023). Pengaruh Dinding Bata Bertulang Terhadap Kinerja Struktur Rangka Dengan Dinding Pengisi (Infilled Frame). Jurnal Ilmiah Telsinas Elektro, Sipil Dan Teknik Informasi, 6(1), 1–10. https://doi.org/10.38043/telsinas.v6i1.4224
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
Tua Novensius Silaban, G., Tampubolon, S. P., Sri Mulyani, A., & Felestin. (2023). SCIENCE TECH Performance Evaluation of High-Rise Buildings With Respons Spectrum Analysis And Time History Analysis. https://doi.org/10.30738/st
Zebua, D., Setia, L., Wibowo, B., Shofwan, M., Cahyono, D., & Ray, N. (2020). Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Evaluasi Simpangan Pada Bangunan Bertingkat Beton Bertulang berdasarkan Analisis Pushover dengan Metode ATC-40.
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