ANALISA PERBANDINGAN RESPON STRUKTUR BANGUNAN BERTINGKAT MENENGAH DENGAN VARIASI TATA LETAK DINDING GESER

ANANDA FEBRYAN PUTRA, NIM. 112019100 (2023) ANALISA PERBANDINGAN RESPON STRUKTUR BANGUNAN BERTINGKAT MENENGAH DENGAN VARIASI TATA LETAK DINDING GESER. Skripsi thesis, UNIVERSITAS MUHAMMADIYAH PALEMBANG.

[img]
Preview
Text
112019100_BAB I_DAFTAR PUSTAKA.pdf - Published Version

Download (17MB) | Preview
[img] Text
112019100_BAB II.pdf - Published Version
Restricted to Repository staff only

Download (2MB)
[img] Text
112019100_BAB III.pdf - Published Version
Restricted to Repository staff only

Download (1MB)
[img] Text
112019100_BAB IV.pdf - Published Version
Restricted to Repository staff only

Download (1MB)
[img] Text
112019100_BAB V.pdf - Published Version
Restricted to Repository staff only

Download (65kB)
[img] Text
112019100_DAFTAR PUSTAKA.pdf - Bibliography
Restricted to Repository staff only

Download (134kB)
[img] Text
112019100_Cover_sampai_Lampiran.pdf - Published Version
Restricted to Repository staff only

Download (27MB)

Abstract

ABSTRACT Geologically, Indonesia is located between 4 of the world's main active plates, namely the Pacific plate, the Indo-Australian plate, the Eurasian plate and the Philippine plate. Therefore Indonesia is included in the Pacific ring of fire or what is commonly called the Pacific Ring of Fire, which means it is an area prone to earthquakes. In overcoming the problem of collapse due to earthquake loads, the use of shear wall structures serves to stiffen buildings, so as to minimize or reduce the impact of damage to multi-storey building structures and reduce casualties. The analytical method used is the response spectrum analysis method and equivalent static analysis by modeling 7 models of building structures namely, 1 model of frame structure and 6 models of building structures with variations in the placement of shear walls using the ETABS program. The results of the analysis show that the shearwall model 6 produces a minimum floor drift value for the x direction of 24,944 mm while for the y direction it is 31,819 mm, the minimum drift ratio value for the x direction is 0,62% while for the y direction it is 0,80 %, the minimum stability coefficient (p-delta) value for the x direction is 0,0125 while for the y direction it is 0,0162 and the displacement value generated by the structure using shearwall model 6 has a relatively smaller displacement value of 2,953 mm in the x direction and 3,778 mm in the y direction, the recommended shearwall model in this structure planning is the shearwall model 6, because it produces relatively small floor drift, stability and displacement coefficients. Keywords : Earthquake load, story drift, p-delta, drift ratio, displacement.

Item Type: Thesis (Skripsi)
Additional Information: Pembimbing : 1. Muhammad Arfan, S.T., M.T. 2. Mira Setiawati, S.T., M.T.
Uncontrolled Keywords: Keywords : Earthquake load, story drift, p-delta, drift ratio, displacement.
Subjects: Teknik Sipil > Teknik Struktural
Divisions: Fakultas Teknik > Teknik Sipil (S1)
Depositing User: Mahasiswa Fakultas Teknik
Date Deposited: 31 May 2023 01:19
Last Modified: 31 May 2023 01:19
URI: http://repository.um-palembang.ac.id/id/eprint/25572

Actions (login required)

View Item View Item

is powered by EPrints 3 which is developed by the School of Electronics and Computer Science at the University of Southampton. More information and software credits.