Saputra, Gary J. (2015) Modifikasi Perencanaan Gedung Hotel Swissbell Darmo Centrum Dengan Sistem Dinding Penumpu (load bearing wall system) Beton Pracetak (precast concrete). Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Sistem gedung rangka konvensional merupakan system
struktur gedung paling banyak digunakan pada wilayah dengan
bahaya gempa yang cukup tinggi. Namun, sebelum system rangka
muncul, terdapat system dinding penumpu yang merupakan
system struktur gedung tinggi yang paling banyak digunakan
pada gedung tinggi karena sifat kekakuannya yang tinggi dan
daya dukung terhadap beban gravitasi yang tinggi, dan cocok
untuk wilayah dengan bahaya gempa rendah hingga sedang.
Hotel SwissBell Darmo Centrum merupakan bangunan
dengan system rangka dengan dinding geser yang dibangun
dengan beton cast in place. Karena menggunakan konstruksi
beton cast in place, maka pembangunan hotel tersebut
memerlukan waktu yang relatif lama. Sehingga, dalam tugas
akhir ini, perencanaan gedung tersebut dimodifikasi dengan
system beton pracetak yang dapat mempersingkat waktu
konstruksi, dengan system dinding penumpu sebagai system
struktur pemikul beban, namun tetap memperhatikan sifat daktail
pada system gedung untuk menghindari kerusakan berlebih
akibat beban gempa. Oleh karena itu, struktur utama dan system
sambungan (connection) dirancang untuk berperilaku daktail.
Perancangan meliputi elemen beton dinding, pelat lantai,
balok anak, dan pondasi, dan system sambungan. Desain dimulai
dengan pre-eliminary design, dilanjutkan dengan perancangan
struktur sekunder, perancangan struktur primer, system
sambungan, dan perancangan pondasi. Desain beton mengacu
pada SNI 03-2847-201x. Desain gempa mengacu pada SNI 1726-
201x, dan system sambungan mengikuti referensi NEHRPFEMA-
P752. =========== Conventional frame system is most general used in
building located in high earthquake risk. Before the frame system
developed, load bearing wall system is mostly used as structure
system in high rise building, because the benefit of its high
stiffness, and high resistance on gravity load, and it is most
suitable in location which earthquake risk is low or moderate.
SwissBell Darmo Centrum Hotel is a building using frame
system with shear wall, constructed using cast in place concrete.
As the consequences of using cast in place concrete, it needs
plenty construction time. In this final project, the design will be
modified using precast concrete to make short the construction
time, using load bearing wall as its main structure system, and
maintaining its ductility on the structure to avoid excessive
damage caused by earthquake. To achieve it, the main structure
and the connection should be designed to achieve ductile
behavior.
Design including the wall structure, floor slabs,
secondary beam, foundation system, and the connections. Design
is started by pre-eliminary design, continued by secondary
structure design, primary structure, connection system, and
foundation system. Concrete design using code SNI 03-2847-
201x. Earthquake resistance design using SNI 1726-201x, and the
connections system is using NEHRP-FEMA-P752 as the
reference.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Additional Information: | RSS 690.831 Sap m |
| Uncontrolled Keywords: | Beton Pracetak, dinding penumpu, sambungan pracetak, gempa, Precast concrete, load bearing wall, precast connection, earthquake |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA658 Structural design T Technology > TA Engineering (General). Civil engineering (General) > TA683 Precast concrete construction. Prestressed concrete construction. |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | - Davi Wah |
| Date Deposited: | 02 Apr 2019 03:09 |
| Last Modified: | 02 Apr 2019 03:09 |
| URI: | http://repository.its.ac.id/id/eprint/62677 |
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