Modifikasi Struktur Apartemen Kingland Avenue Tower Fritz Menggunakan Eccentrically Braced Frames (EBF)

Prasetyo, M. Hilmy (2023) Modifikasi Struktur Apartemen Kingland Avenue Tower Fritz Menggunakan Eccentrically Braced Frames (EBF). Other thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Kota Tangerang Selatan memiliki potensi menjadi salah satu kota strategis pada sektor ekonomi di sekitar ibukota Negara. Hal ini didukung dengan posisi Kota Tangerang Selatan yang secara geografis menghubungkan Provinsi Banten dengan Provinsi DKI Jakarta dan Provinsi Jawa Barat. Menurut lapangan usahanya, terdapat empat lapangan usaha utama yang menopang perkonomian Kota Tangerang Selatan pada tahun 2020, dan yang terbesar adalah konstruksi. lapangan usaha Real Estate memberikan kontribusi terbesar sebagai penopang utama perekenomian dengan nilai 18,52 persen. Dengan alasan tersebut maka dibangunnya Apartemen Kingland Avenue Tower Fritz. Pada tugas akhir ini struktur Apartemen Kingland Avenue Tower Fritz yang awalnya menggunakan struktur beton bertulang dimodifikasi menjadi struktur baja beton komposit dalam sistem Eccentrically Braced Frames (EBF), agar gedung memberikan respon yang lebih baik terhadap gempa. Peraturan- peraturan yang menjadi acuan dalam perencanaan modifikasi adalah SNI 1729:2020, SNI 1726:2019, SNI 1727:2020, SNI 2847:2019, PPPURG 1987, dan SNI 03-1729-2002. Dari hasil analisa dan hasil perhitungan, didapatkan hasil perencanaan tebal pelat lantai dek baja gelombang adalah 11 mm. Dimensi balok anak menggunakan WF 450 x 200 x 9 x 14, WF 400 x 200 x 7 x 11, WF 350 x 175 x 7 x 11. Dimensi balok induk memanjang WF 500 x 300 x 11 x 18, balok induk melintang WF 500 x 200 x 11 x 19. Dimensi balok diluar link serta link memanjang WF 500 x 300 x 11 x 18 dan melintang WF 500 x 200 x 11 x 19. Bresing menggunakan WF 350 x 350 x 14 x 22. Kolom menggunakan CFT 800 x 800 x 80, CFT 700 x 700 x 28, CFT 600 x 600 x 28, CFT 550 x 550 x 28, dan CFT 500 x 500 x 25. Dimensi kolom beton 1400 mm x 1400 mm, dengan dinding basement ketebalan 25 cm, pelat lantai basement ketebalan 25 cm, dan dimensi sloof 450 mm x 600 mm. Pondasi menggunakan spun pile D60 dengan kedalaman pancang hingga 32,225 m.
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South Tangerang City has the potential to become one of the strategic cities in the economic sector around the national capital. This is supported by the position of South Tangerang City which geographically connects Banten Province with DKI Jakarta Province and West Java Province. According to business fields, there are four main business fields that will support the economy of South Tangerang City in 2020, and the biggest one is construction. the Real Estate business field made the largest contribution as the main pillar of the economy with a value of 18.52 percent. For this reason, the Kingland Avenue Tower Fritz Apartment was built. In this final project the structure of the Kingland Avenue Tower Fritz Apartment, which originally used a reinforced concrete structure, was modified into a composite concrete steel structure in the Eccentrically Braced Frames (EBF) system, so that the building provides a better response against earthquakes. The regulations that are used as a reference in planning modifications are SNI 1729:2020, SNI 1726:2019, SNI 1727:2020, SNI 2847:2019, PPPURG 1987, and SNI 03-1729-2002. From the analysis and calculation results, it is obtained The result of planning the thickness of the corrugated steel deck floor plate is 11 mm. The dimensions of the joists are WF 450 x 200 x 9 x 14, WF 400 x 200 x 7 x 11, WF 350 x 175 x 7 x 11. The main beam dimensions are WF 500 x 300 x 11 x 18, transverse main beams WF 500 x 200 x 11 x 19. Dimensions for beams outside the link and longitudinal links WF 500 x 300 x 11 x 18 and transverse WF 500 x 200 x 11 x 19. Bracing uses WF 350 x 350 x 14 x 22. Columns use CFT 800 x 800 x 80, CFT 700 x 700 x 28, CFT 600 x 600 x 28, CFT 550 x 550 x 28, and CFT 500 x 500 x 25. Concrete column dimensions 1400 mm x 1400 mm, with basement walls 25 cm thick, basement floor slabs thickness of 25 cm, and sloof dimensions of 450 mm x 600 mm. The foundation uses a D60 spun pile with a pile depth of up to 32.225 m.

Item Type:	Thesis (Other)
Uncontrolled Keywords:	Komposit, EBF, Gempa, Modifikasi Struktur, Composite, EBF, Earthquake, Structure Modification
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) T Technology > TA Engineering (General). Civil engineering (General) > TA645 Structural analysis (Engineering) T Technology > TA Engineering (General). Civil engineering (General) > TA658 Structural design
Divisions:	Faculty of Civil, Planning, and Geo Engineering (CIVPLAN) > Civil Engineering > 22201-(S1) Undergraduate Thesis
Depositing User:	M.Hilmy Prasetyo
Date Deposited:	26 Jul 2023 14:59
Last Modified:	26 Jul 2023 15:27
URI:	http://repository.its.ac.id/id/eprint/99807

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