Cari, Kristianus C. (2023) Pengaruh Bentuk Bracing Eksentris terhadap Periode Getaran, Simpangan antar Lantai, Gaya Gempa pada Struktur Gedung Baja Tahan Gempa Menggunakan Analisis Respon Spektrum Berdasarkan SNI 1726-2019. Undergraduate thesis, Fakultas Teknik Universitas Merdeka Malang.

	Text HALAMAN AWAL.pdf Download (856kB)
	Text BAB 1.pdf Download (16MB)
	Text BAB 2.pdf Restricted to Repository staff only Download (16MB)
	Text BAB 3.pdf Restricted to Repository staff only Download (16MB)
	Text BAB 4.pdf Restricted to Repository staff only Download (16MB)
	Text BAB 5.pdf Restricted to Repository staff only Download (16MB)
	Text DAFTAR PUSTAKA.pdf Download (16MB)
	Text PLAGIASI.pdf Download (677kB)

Abstract

Analysis of the effect of eccentric bracing on earthquake resistant steel buildings aims to obtain structural rigidity in a steel building and plays a role in resisting earthquake forces, so as to prevent excessive deviations in the building structure.
The structure under review is an 8-storey steel building. There are 4 structural modeling variations, namely the Control Plan Model (MDK), the Keccentric bracing system shape model (MBSBEK), the IV eccentric bracing system shape model (MBSBEIV), the D eccentric bracing system shape model (MBSBED) ) and IVV eccentric bracing system shape model (MBSBEIVV). Structural modeling is done in 3D, earthquake force analysis uses dynamic response spectrum analysis based on SNI 1726-2019. From the results of the analysis, the recommended building frame model when an earthquake load occurs is MBSBEK, the results of this analysis show that the MBSBEK to MDK decreases in the vibration period with a percentage of 26.1%, the drift between floors with a percentage of 26.2% and the base earthquake force there was an increase with a percentage of 27.1%

Actions (login required)

View Item