CLARISSA ESTARERA, NIM. 112022019 (2026) PERILAKU SAMBUNGAN KOLOM-BALOK BETON BERTULANG SATU ARAH DENGAN VARIASI JARAK SENGKANG AKIBAT BEBAN SIKLIK BERDASARKAN SKEMA LOADING FRAME. Skripsi thesis, Universitas Muhammadiyah Palembang.

Preview	Text 112022019_BAB I_DAFTAR PUSTAKA.pdf - Published Version Download (4MB) | Preview
	Text 112022019_BAB II.pdf Restricted to Repository staff only Download (594kB)
	Text 112022019_BAB III.pdf Restricted to Repository staff only Download (467kB)
	Text 112022019_BAB IV.pdf Restricted to Repository staff only Download (1MB)
	Text 112022019_BAB V.pdf Restricted to Repository staff only Download (397kB)
	Text 112022019_DAFTAR PUSTAKA.pdf Restricted to Repository staff only Download (516kB)
	Text LAMPIRAN.pdf Restricted to Repository staff only Download (1MB)
	Text 112022019_COVER SAMPAI LAMPIRAN.pdf Restricted to Repository staff only Download (7MB)

Abstract

This study aims to analyze the behavior of reinforced concrete beam–column joints under cyclic loading using numerical analysis based on ANSYS. The models consist of variations in stirrup spacing of 50 mm, 75 mm, and 100 mm, with observed parameters including lateral load capacity, deformation, and failure patterns. The results indicate that stirrup spacing significantly affects joint performance, where the 50 mm spacing model shows the highest load capacity and deformation capability due to better confinement. Larger stirrup spacing leads to reduced structural performance. Therefore, closer stirrup spacing in joint regions improves ductility and structural resistance under cyclic loading

Item Type:	Thesis (Skripsi)
Additional Information:	1. Mira Setiawati, S.T., M.T. 2. Marice Agustini, S.T., M.T.
Uncontrolled Keywords:	beam–column joint, cyclic loading, ANSYS, stirrup spacing, ductility
Subjects:	Teknik Sipil > Teknik Struktural
Divisions:	Fakultas Teknik > Teknik Sipil (S1)
Depositing User:	Mahasiswa Fakultas Teknik
Date Deposited:	07 May 2026 03:20
Last Modified:	07 May 2026 03:20
URI:	http://repository.um-palembang.ac.id/id/eprint/35842

Actions (login required)

View Item