Perancangan Struktur Apartement 20 Lantai Bandar Lampung

Authors

  • Fauzil Alim
  • Bayzoni Bayzoni
  • Hasti Riakara Husni

DOI:

https://doi.org/10.23960/jrsdd.v3i2.464

Abstract Views: 87 File Views: 33 File Views: 467

Abstract

Bandar Lampung is one of the cities in Indonesia, which is being developed at this time. These
developments will affect population and workforce. The flurry will make the work of the public do
not have much free time to prepare for daily needs. Condition, situation, and the state of society as
this causes them to prefer a place that provides various kinds of necessities of life (one stop
service).
This apartment structure design project at the Teluk Betung which consists of 20 floors has 620
rooms with various types and consists of Type A (230 m2), Type B (152 m 2 ), Type C (135 m 2 ), Type
D (120 m 2 ), Type E (98 m 2 ), Type F (73 m 2 ) and Type G (54 m 2 ). The apartment is also equipped
with various facilities such as a cafeteria, mini market, restaurant, fitness room, a mosque and a
multipurpose hall.
To analyze the structure, ETABS Non Linear version 9.7.4 software are used to get internal forces
and will be used in manually design of reinforce concrete refer to Concrete SNI code 03-2847-
2002 and Earthquake code SNI 03-1726-2002. To compare the result Sp Coloum v. 4.81. and RC.
Beam Design V.1.0. are used. The calculation obtained 80 x 80 cm coloum with 24 D 25
reinforcement, 35 x 60 cm primary beam and 15 x 30 cm secondary beam. The pile pondation are
used for pondation with 9 pile pondation, 60 cm diameter and 18 m depth.
Key words: Structure, ETABS, Pile Pondation

Downloads

Download data is not yet available.

References

Chin TY, Sew GS dan Chung F. C., 2011, Interpretation of Subgrade Reaction from

Lateral Load Tests on Spun Piles in Soft Ground, G&P Geotechnics Sdn Bhd,

Malaysia.

Ilham,N., 2013, Analisis Struktur Gedung Bank Bri Aceh dengan ETABS, Jakarta.

Kiswanto, Ferry dan Maryanto, E., 2007, Perencanaan Rumah Tinggal Swadaya Patemon,

Universitas Negeri Semarang, Semarang

Kuncoro, W. T., 2010, Perubahan Nilai Simpangan Horisontal Bangunan Bertingkat

Setelah Pemasangan Dinding Geser Pada Tiap Sudutnya,UNAS, Surakarta.

Pamungkas, Anugrah dan Harianti, E., 2009, Gedung Beton Bertulang Tahan Gempa,

ITSpress, Surabaya.

Purwano, R., 2005, Perencanaan Struktur Beton Bertulang Tahan Gempa, ITSpress,

Surabaya.

Sebayang, S., 2008, Struktur Beton I, Universitas Lampung, Lampung.

Sebayang, S., 2008, Struktur Beton II, Universitas Lampung, Lampung.

Downloads

Published

2015-06-01

How to Cite

Alim, F., Bayzoni, B., & Husni, H. R. (2015). Perancangan Struktur Apartement 20 Lantai Bandar Lampung. Jurnal Rekayasa Sipil Dan Desain, 3(2), hal. 337 – 350. https://doi.org/10.23960/jrsdd.v3i2.464

Issue

Section

Makalah Ilmiah Edisi Juni 2015