Perancangan Modifikasi Struktur Gedung Rektorat Universitas Trunojoyo Dengan Sistem Ganda Di Wilayah Gempa Tinggi

Kumaidi, Khusein (2016) Perancangan Modifikasi Struktur Gedung Rektorat Universitas Trunojoyo Dengan Sistem Ganda Di Wilayah Gempa Tinggi. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Proyek Pembangunan Rektorat universitas trunojoyo ini
dimodifikasi dan dirancang ulang dengan menggunakan metoda
Sistem Ganda, sesuai SNI 03-2847-2013 dan SNI 03-1726-
2012. Struktur tersebut direncanakan berjumlah 11 lantai dan
terletak di wilayah gempa tinggi (Padang). Sistem Ganda adalah
salah satu sistem struktur yang beban gravitasinya dipikul
sepenuhnya oleh space frame, sedangkan beban lateralnya
dipikul bersama oleh space frame dan shearwall. Space frame
sekurang-kurangnya memikul 25% dari beban lateral dan sisanya
dipikul oleh shearwall. Karena shearwall dan space frame
dalam Sistem Ganda merupakan satu kesatuan struktur maka
diharapkan keduanya dapat mengalami defleksi lateral yang
sama atau setidaknya space frame mampu mengikuti defleksi
lateral yang terjadi. Shearwall adalah dinding geser yang terbuat
dari beton bertulang dimana tulangan-tulangan tersebut yang
akan menerima gaya lateral akibat gempa sebesar beban yang
telah direncanakan.
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Construction Rectorat Trunojoyo University building was
modified and redesigned by using the Dual System method,
according to SNI 03-2847-2013 and SNI 03-1726-2012. The
planned structure of 11 floors and is located in high seismic area
(Padang). Dual system is one system structure borne entirely by
gravity load space frame, while the lateral load to be shared by
the space frame and shearwall. Space frames bear at least 25% of
lateral load and the rest borne by shearwall. Due to space frame
shearwall and Dual System is an integral structure, it is expected
that both can experience the same lateral deflection space frame
or at least able to follow the lateral deflection occurs. Shearwall
is made of reinforced concrete which are receive the earthquake
lateral force based on the load that has been planned.

Item Type: Thesis (Undergraduate)
Additional Information: RSS 624.183 423 Kum p
Uncontrolled Keywords: Rektorat Universitas Trunojoyo; sistem ganda
Subjects: T Technology > TH Building construction > TH1095 Earthquakes and building
Divisions: Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis
Depositing User: ansi aflacha
Date Deposited: 19 May 2020 04:56
Last Modified: 19 May 2020 04:56
URI: http://repository.its.ac.id/id/eprint/76017

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