ANALISIS PERILAKU BANGUNAN TOWER ATC MENGGUNAKAN SISTEM SHEAR WALL DAN TANPA SHEAR WALL (STUDI KASUS: TOWER ATC PADA BANDAR UDARA INTERNASIONAL SULTAN AJI MUHAMMAD SULAIMAN, SEPINGGAN, BALIKPAPAN)

(Analysis on Behaviour of Buildings Using Shear Wall and without Shear Wall (Case Study: ATC Tower at International Airport Sultan Aji Muhammad Sulaiman, Sepingan, Balikpapan))

  • Gerry Rahadiansyah Universitas Pancasila
  • Niken Warastuti Universitas Pancasila
  • Fadli Kurnia Universitas Pancasila
DOI: https://doi.org/10.35814/infrastruktur.v4i1.718
Abstract views: 461 | PDF downloads: 835
Keywords: High-rise Building, Lateral Retaining Structural System, Shear Wall

Abstract

Needs for air transportation cause traffic congestion in air generally perceived as consumers / passenger service users .Often there was an accident in flight , offense an airspace conducted by aircraft that makes passengers not safe. Therefore, it requires a watchtower air traffic or Air Traffic Control (ATC). On ATC Tower case which is a 9 stories building, the lateral retaining structural systems that can be used are shear wall system and without shear wall system. The analysis was performed to get structure behavior differences between two building models and better lateral retaining system for ATC Tower based on its structural behavior. The values of the analysis results shown that the two models are equally good and acceptable based on its torque, shear force, period of vibration, story drift and displacement. However, for ATC Tower case, the structural behavior is better when using shear wall or on 1st modeling because of its smaller moment, shear forces, and displacement.

References

Anonim. (2010). Sistem Struktur Bangunan Gedung. Diakses dari http://repository.binus.ac.id. [23 April 2017]

Ardi. (2002). Perencanaan Struktur Bangunan Tinggi. Diakses dari ardi.staff.gunadarma.ac.id/.../files/.../PERENCANAAN+STRUk+bangunan+tingggi3. [25 April 2017]

Dewobroto, W. (2012). Menyongsong Era Bangunan Tinggi dan Bentang Panjang. Universitas Pelita Harapan, Jakarta.

Gani, M. (2008). Evaluasi Kinerja Sistem Struktur Penahan Beban Lateral Dinding Geser Beton Bertulang dengan Outrigger. Tesis, Universitas Indonesia. Jakarta.

Orchidentus, R., D., J., & S., R. (2016). Analisa Statik dan Dinamik Gedung Bertingkat Banyak Akibat Gempa Berdasarkan SNI 1726-2012 dengan Variasi Jumlah Tingkat. Universitas Sam Ratulangi, Manado.

Primasari, D. (2006). Karakteristik Dinamik Pada Penggunaan Outrigger Sebagai Solusi Penambahan Lantai Pada Struktur Bangunan Tingkat Tinggi (High Rise Building). Skripsi, Universitas Indonesia. Jakarta.

Sofia, F. (2008). Analisis Sistem Outrigger Pada Struktur Bangunan Tinggi. Skripsi, Universitas Indonesia. Jakarta.

Ubaidillah. (2006). Desain Struktur Portal - Dinding Geser dengan Variasi Daktilitas. Skripsi, Universitas Indonesia. Jakarta.

Iezal. (2012). Studi Perbandingan Beban-Lendutan Dinding Slender Shear Wall yang Dianalisis Dengan Memasukan Faktor Modifikasi dan Dianalisis Secara Non-Linear. Jakarta: Universitas Indonesia.

Published
2019-07-29
How to Cite
Rahadiansyah, G., Warastuti, N., & Kurnia, F. (2019). ANALISIS PERILAKU BANGUNAN TOWER ATC MENGGUNAKAN SISTEM SHEAR WALL DAN TANPA SHEAR WALL (STUDI KASUS: TOWER ATC PADA BANDAR UDARA INTERNASIONAL SULTAN AJI MUHAMMAD SULAIMAN, SEPINGGAN, BALIKPAPAN). Jurnal Infrastruktur , 4(1), 33-41. https://doi.org/10.35814/infrastruktur.v4i1.718