Development Planning Of Office Rental Building 5 Floors In Semarang City

Authors

  • Dika Dwirahmanda Universitas Semarang
  • Talitha Zhafira Universitas Semarang
  • Yuni Winarsih Universitas Semarang
  • Ngudi Hari Crista Universitas Semarang

DOI:

https://doi.org/10.37253/jcep.v5i2.9300

Keywords:

Structure Planning ETABS V.18 Office

Abstract

Since the COVID-19 pandemic in March 2020, the economy of Semarang has grown. The demand for office space has increased due to business expansion, resulting in high land prices due to government restrictions on development. Renting office space has become an effective solution by utilizing space vertically and providing adequate facilities. In the construction of tall buildings, mature structural planning is necessary to ensure stability and compliance with the latest SNI standards. Structural analysis follows the requirements of SNI (2847-2019) for structural concrete and SNI (1726-2019) for earthquake resistance planning. The research method involves primary data such as building technical drawings, soil data, and earthquake data, which are then analyzed using ETABS V.18 software. The analysis results show a maximum story displacement of 68.838 mm in the X direction and 83.941 mm in the Y direction, with a permissible structural displacement of 90 mm. The maximum story drift ratio in the X and Y directions is 0.009 mm and 0.011 mm, respectively, with a permissible structural drift ratio of 0.0909 mm. The largest torsion irregularity in the X and Y directions is 1.0813 and 1.1781, respectively, which are both below the permissible torsion irregularity value of 1.4. It can be concluded that the building is categorized as safe as it does not exceed the limits of displacement and torsion.

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References

Badan Pusat Statistik, “Berita Resmi Statistik Kota Semarang 2023,” No. 88/03/3374.Th.IV, Semarang, pp. 1–10, Mar. 02, 2023.

M. Yanis, R. Priandi, and L. Qadri, “Evaluasi Penerapan Arsitektur Tropis pada Gedung-Gedung Kantor Pemerintahan di Banda Aceh,” Jurnal Raut, vol. 12, no. 1, pp. 50–61, 2023.

R. Yunisa and S. Martono, “Analisis Pemahaman Pegawai Tentang Pekerjaan Kantor,” Economic Education Analysis Journal, vol. 7, no. 1, pp. 362–373, 2018.

S. Supriatna, R. Laksmitasari, and R. Arum, “Perancangan Kantor Sewa dengan Pendekatan Arsitektur Bioklimatik,” Jurnal Desain, vol. 5, no. 01, p. 44, Jan. 2018, doi: 10.30998/jurnaldesain.v5i01.2178.

T. Zhafira, I. B. Kurniawan, P. Purwanto, M. F. Hidayat, and H. Prayuda, “The The Structure Analysis of Five Floor Mall Building in Semarang City According to SNI 1726-2019 and SNI 2847-2019,” Journal of Civil Engineering and Planning, vol. 4, no. 1, pp. 1–13, Jun. 2023, doi: 10.37253/jcep.v4i1.6872.

M. Marwahyudi, “Stiffness Dinding Batu Bata Meningkatkan Kekuatan Struktur,” Astonjadro, vol. 9, no. 1, pp. 30–37, 2020.

Talitha Zhafira, Imawan Taufiqy, Purwanto, Mustain, and Nurti Kusuma Anggraini, “Analisis Dinamik Respons Spektrum Dan Statik Ekuivalen Gedung Perkuliahan Universitas Semarang,” Journal Of Civil Engineering Building And Transportation, vol. 7, no. 1, pp. 75–79, Mar. 2023, doi: 10.31289/jcebt.v7i1.8418.

D. I. Mahmuda, T. Zhafira, M. M. N. Mutaqin, and T. Widorini, “Analisis Gedung Mall Cipto Center Town Semarang,” Jurnal Teknik Sipil Institut Teknologi Padang, vol. 10, no. 2, pp. 100–111, 2023.

F. Rizki and P. Pamungkas, “Analisis Kinerja Struktur Pada Konstruksi Baja dan Konstruksi Beton Bertulang Dengan Analisa Pushover Statik Non-Linear Menggunakan Software ETABS (Studi Kasus : Hotel Santika, Batam),” Journal of Civil Engineering and Planning, vol. 2, no. 1, pp. 64–76, Jun. 2021, doi: 10.37253/jcep.v2i1.729.

G. Kusuma and T. Andriono, Desain Struktur Rangka Beton Bertulang di Daerah Rawan Gempa, vol. 2. 1994.

Badan Standarisasi Nasional, “Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non Gedung. SNI 1726-2019.,” Jakarta:Badan Standarisasi Nasional, 2019.

Badan Standarisasi Nasional, “Tata Cara Perencanaan Struktur Beton untuk Bangunan Gedung. SNI 2847-2019.,” Jakarta:Badan Standarisasi Nasional, 2019.

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Published

2024-12-27

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