Performance Analysis of the Pejaten Park Residence Apartment Building Structure Due to Earthquake Loads

Bravian Ariq Akbarulah; Budi Kudwadi; Ben Novarro Batubara

doi:10.55927/fjas.v4i11.438

Authors

Bravian Ariq Akbarulah Universitas Pendidikan Indonesia
Budi Kudwadi Universitas Pendidikan Indonesia
Ben Novarro Batubara Universitas Pendidikan Indonesia

DOI:

https://doi.org/10.55927/fjas.v4i11.438

Keywords:

Respon Spektrum, Time History, ATC – 40

Abstract

The Pejaten Park Residence Apartment Building is a reinforced concrete structure building and functions as a 23-storey residential/apartment building with a height of 71 meters located in DKI Jakarta. The analysis method was carried out by analyzing the Spectrum Response method and the Time History method. The purpose of the study is to determine the level of structural performance based on ATC-40 with the maximum deviation value parameters that occur in the Pejaten Park Residence Apartment Building. The results showed that the maximum inter-floor deviation due to earthquake load with the Spectrum Response method was 36.20 mm for the x-direction and 45.02 for the y-direction. Meanwhile, the maximum deviation between floors due to earthquake load using the Time History method is 47,526 mm (x-direction) and 50,232 (y-direction) due to the Chuetsuoki model earthquake, 48,334 mm (x-direction) and 43,808 mm (y-direction) due to the Coastal model earthquake, 48,109 mm (x-direction) and 50,573 mm (y-direction) due to the Tohoku model earthquake.

References

ATC. (1996). Seismic Evaluation and Retrofit of Concrete Buildings Volume 1. California: California Seismic Safety Commision.

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

Elnashai, A., & Di Sarno, L. (2008). Fundamentals of earthquake engineering. Chichester: Jhon Wiley and Sons.

Fauziah, N., & Daniel, R. T. (2014). Perbandingananalisis Statik Ekivalen Dan Analisis Dinamik Ragam Spektrum Respons Pada Struktur Beraturan Dan Ketidakberaturan Massa Sesuai Rsni 03-1726-201x. Jurnal Teknik Sipil USU, 1-11.

Imran, I., & Hendrik, F. (2014). Perencanaan Dasar Struktur Beton Bertulang. Bandung: ITB Press.

Imran, I., & Hendrik, F. (2014). Perencanaan Lanjut Struktur Beton Bertulang. Bandung: ITB Press.

Listryorini, Purwanto, E., & Supriyadi, A. (2015). Evaluasi Kinerja Struktur Gedung Dengan Analisis Time History (Studi Kasus: Gedung Rumah Sakit Bethesda Yogyakarta). Matriks Teknik Sipil, 1047-1055.

Purnomo, E. (2014). Analisis Kinerja Struktur Pada Gedung Bertingkat Dengan Analisis Dinamik Respon Spektrum Menggunakan Software Etabs (Studi Kasus: Bangunan Hotel Di Semarang). Surakarta: Universitas Sebelas Maret.