Modifikasi perencanaan Gedung Politeknik Elektro Negeri Surabaya (PENS) menggunakan Steel Plate Shear Wall (SPSW)

Jevon, Bryan (2017) Modifikasi perencanaan Gedung Politeknik Elektro Negeri Surabaya (PENS) menggunakan Steel Plate Shear Wall (SPSW). Undergraduate thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Baja merupakan alternatif bangunan tahan gempa yang sangat baik. Jika dibandingkan dengan struktur beton, baja dinilai memiliki sifat daktilitas yang dapat dimanfaatkan pada saat struktur memikul beban akibat gempa. Steel Plate Shear Wall (SPSW) merupakan suatu sistem penahan beban lateral yang berbentuk pelat baja vertikal padat yang menghubungkan balok dan kolom di sekitarnya yang terpasang sepanjang ketinggian struktur yang membentuk suatu dinding penopang. SPSW memiliki daktilitas yang baik sehingga cocok digunakan di wilayah yang rawan gempa seperti Yogyakarta. Pada perhitungan struktur gedung dengan sistem SPSW ini mengacu pada Standar Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung SNI 03-1726-2012, Tata Cara Perencanaan Struktur Baja Untuk Struktur Bangunan Gedung SNI 03-1729-2015, dan Peraturan Pembebanan Indonesia Untuk Bangunan Gedung PPIUG 1983. Dan dalam menganalisis strukturnya ditinjau dengan pengaruh beban gempa dinamik dengan menggunakan program bantu ETABS 2015. Dari analisa dan hasil perhitungan diperoleh hasil, yaitu: tebal pelat atap 9 cm, pelat lantai 9 cm, dimensi balok induk memanjang dan melintang WF500.200.10.16, dimensi kolom lantai 1-5 CFT500.500.16.16, dimensi kolom lantai 6-12 CFT400.400.12.12, dimensi VBE WF700.700.25.25, dimensi HBE WF800.300.16.30, Tebal SPSW 3 mm, base plate menggunakan ukuran 100.100cm tebal 65 mm. Sambungan struktur utama direncanakan sebagai sambungan kaku dengan baut fub 825 Mpa. Perencanaan pondasi menggunakan tiang pancang beton precast diameter 50 cm dengan kedalaman 14 m. ===================================================================================== Steel is the best alternative for earthquake proof building. If it is compared with the structure of concrete, the steel has ductility which can be utilized when the structure is overburdened caused by shake. Steel Plate Shear Wall (SPSW) is a lateral load resisting system consisting of vertical steel plates connected to their surrounding beams and columns and installed in one or more bays along the full height of a structure. SPSW is very suitable for high seismic region such as Yogyakarta because of its good ductility performance. Measurement of building structure by using EBF refers to Resisting Planning Standard from Earthquake for building structure SNI 03-1726-2012, The Procedure of Steel Structure Planning for building structure SNI 03-1729-2015, and Indonesia Load Rule of PPIUG in 1983. In addition, in analyzing of the structure it is observed by burden influence of dynamic earthquake by using ETABS 2015. From analyzing and calculating, the results which are obtained are 9 cm thick plate of roof and floor, WF500.200.10.16 the dimension of main beam, CFT500.500.16.16, CFT400.400.12.12, the dimension of floor column 1-5, 6-12, respectively, CFT700.700.25.25 the dimension of VBE, WF800.300.16.30 the dimension of HBE, Base plate using 100.100 cm dimension with 65mm thickness, and thickness of SPSW is 3 mm. The main splicing structure is planned as rigid connection with bolt Fub825 Mpa. Foundation planning uses pile of precast concrete with 50 cm diameter and 14 m depth.

Item Type: Thesis (Undergraduate)
Uncontrolled Keywords: Gempa; Struktur baja; Steel Plate Shear Wall; SPSW; Earthquake; Structure of Steel
Subjects: T Technology > TA Engineering (General). Civil engineering (General) > TA418.9 Composite materials. Laminated materials.
T Technology > TA Engineering (General). Civil engineering (General) > TA645 Structural analysis (Engineering)
T Technology > TH Building construction
Divisions: Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis
Depositing User: - BRYAN JEVON S
Date Deposited: 02 Mar 2017 07:53
Last Modified: 06 Mar 2019 02:05
URI: http://repository.its.ac.id/id/eprint/2714

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