Image of ANALISIS RESPON STRUKTUR PADA BANGUNAN BERBENTUK PERSEGI, HEXAGONAL, DAN OCTAGONAL AKIBAT BEBAN GEMPA

Skripsi

ANALISIS RESPON STRUKTUR PADA BANGUNAN BERBENTUK PERSEGI, HEXAGONAL, DAN OCTAGONAL AKIBAT BEBAN GEMPA

Penilaian

0,0

dari 5
Penilaian anda saat ini :  

This research will focus to determine the most effective shape of building due to seismic load. There are five types of building floor-plans to be analyzed, which is a square-shaped, two types of hexagonal-shaped, and two types of octagonal-shaped floor plan. Each types of bulding will have the same area of floor plan and height, that is 256 m2 and 40 m. Each building designed to have same volume of concrete. All buildings will be located in the city of Palembang and serves as an office building. Structutral analysis of each building will be calculated by using structural calculation program. Earthquake load is calculated based on SNI 03-1726-2012. Based on analysis result, building with square-shaped floor plan have the smallest isplacement, that is 45,06 mm for response spectra method and 85,03 mm for equivalent static method. The largest displacement's difference on tenth storey is between square and hexagon 1 building, that is 10,1% for response spectra method and 11,15% for equivalent static method on octagon 1 building. Can be concluded that the building with the smallest displacement and reinforcement required, that is square-plan building, is more effective to be used compared to another types of building in this study.

Availability
Inventory Code Barcode Call Number Location Status
1607001140T15083T150832016Central Library (REFERENCES)Available but not for loan - Not for Loan
Detail Information
Series Title
-
Call Number
T150832016
Publisher
Inderalaya : Prodi Teknik Sipil, Fakultas Teknik Universitas Sriwijaya.,
Collation
xiii, 79 hlm.; ill.; tab.; 28 cm.
Language
Indonesia
ISBN/ISSN
-
Classification
693.807
Content Type
Text
Media Type
unmediated
Carrier Type
unspecified
Edition
-
Subject(s)
Struktur Bangunan
Prodi Teknik Sipil
Specific Detail Info
-
Statement of Responsibility
Other version/related

No other version available

File Attachment
Comments
You must be logged in to post a comment