Image of ANALISIS PERBANDINGAN SIMPANGAN LATERAL BANGUNAN TINGGI DENGAN VARIASI BENTUK DAN POSISI DINDING GESER STUDI KASUS : PROYEK APARTEMEN THE ROYALE SPRINGHILL RESIDENCE

Skripsi

ANALISIS PERBANDINGAN SIMPANGAN LATERAL BANGUNAN TINGGI DENGAN VARIASI BENTUK DAN POSISI DINDING GESER STUDI KASUS : PROYEK APARTEMEN THE ROYALE SPRINGHILL RESIDENCE

Penilaian

0,0

dari 5
Penilaian anda saat ini :  

A huilding at least should be able to bear the loads which work on the structure . Some lateral loads such as wind loads and seismic loads that can cause lateral deflection and gravity loads including dead load and live load. The higher the building means that the greater lateral deflection occurs on the top. As Structure Engingeer planners are required to better understand the design of earthquake resistant slructures that are not just simply following in designing the building, and must comply with the “Tata Cara Perencanaan Ketahanan Gempa Untuk Bangunan Gedung” which has goal as for earthquake resistance of building slructures that are planned to have function as proper in designing a building structure must be considered rigidity, stability of the structure withstand any loading imposed on them and how the behavior of the structure to withstand such loads. ETABS is a 3D Extended program of Building Systems of Computer and Structure inc that use the Windows as operaling system . The use of simulation program ETABS shows when the system is collapse, so it can become an input t o plan and construct the better high-rise buildings. This reaserch will compare the horizontal deflection obtained from the comparison position and shape shear walls . The results from this research is a comparison of deflection that occurs, a review of serthe limits of serviceability and ultimate limit each building models to be compared.

Availability
Inventory Code Barcode Call Number Location Status
1307002582T105064T1050642013Central Library (REFERENCES)Available but not for loan - Not for Loan
Detail Information
Series Title
-
Call Number
T1050642013
Publisher
Inderalaya : Prodi Teknik Sipil, Fakultas Teknik Universitas Sriwijaya.,
Collation
ix, 81 hlm.; ill.; tab.; 28 cm.
Language
Indonesia
ISBN/ISSN
-
Classification
620.191 07
Content Type
Text
Media Type
unmediated
Carrier Type
unspecified
Edition
-
Subject(s)
Prodi Teknik Sipil
Pondasi bangunan, dinding
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