Studi Perilaku Replaceable Link pada Link Pendek, Link Menengah, dan Link Panjang

Agustina, Anisa Dyah (2024) Studi Perilaku Replaceable Link pada Link Pendek, Link Menengah, dan Link Panjang. Other thesis, Institut Teknologi Sepuluh Nopember.

Text 5012201147-Undergraduate_Thesis.pdf - Accepted Version Restricted to Repository staff only until 1 October 2026. Download (9MB) | Request a copy

Abstract

Sistem Rangka Bresing Eksentrik (SRBE) merupakan sistem yang mensyaratkan perilaku inelastik hanya terjadi pada balok link sedangkan elemen lainnya masih dalam konsisi elastis. Kondisi link yang menyatu dengan balok mengakibatkan link mengalami overstrength karena harus menahan beban yang sama seperti balok induk. Selain itu, pergantian pasca gempa yang harus dilakukan dengan mengganti keseluruhan elemen balok dinilai kurang efisien sehingga digunakan replaceable link yang dapat dibongkar hanya pada bagian balok link saat terjadi kerusakan. Struktur portal SRBE dengan kriteria balok link yaitu link pendek, link menengah, dan link panjang dimodelkan dalam penelitian ini menggunakan program bantu ETABS V21. Analisis dilakukan terhadap model bangunan 10 lantai dengan variasi berupa panjang link menggunakan analisis nonlinear pushover. Spesimen yang diteliti berupa link yang tersusun dari profil WF. Kinerja replaceable link yang ditinjau yaitu kapasitas, daktilitas, energi disipasi, dan failure mode. Hasil penelitian menunjukkan bahwa variasi link yang memiliki kinerja terbesar yaitu link pendek dengan konfigurasi tebal pengaku yaitu 10 mm berjarak 160 mm sebanyak 5 buah.
===================================================================================================================================
The Eccentrically Braced Frame (EBF) structural system is a system that requires inelastic behavior to only occur in the link beam while the other elements are still in elastic condition. The condition of the links that are fused with the beams results in the links overstrength because they must withstand the same load as the main beam. In addition, post-earthquake replacement that must be done by replacing the entire beam element is considered inefficient, so replaceable links are used that can be replaced only in the link beam section when damage occurs. EBF with link beam criteria of short link, intermediate link, and long link were modeled in this study using the ETABS V21. The analysis was performed on a 10-story building model with variations in link length using nonlinear pushover analysis. The specimens studied were links composed of WF profiles. The performance of the replaceable link reviewed is capacity, ductility, energy dissipation, and failure mode. The results show that the link variation that has the greatest performance is the short link with a stiffener thickness configuration of 10 mm spacing 160 mm as many as 5 pieces.

Item Type:	Thesis (Other)
Uncontrolled Keywords:	Replaceable link, link pendek, link menengah, dan link panjang, SRBE Replaceable link, short link, intermediate link, and long link, EBF
Subjects:	T Technology > TA Engineering (General). Civil engineering (General) > TA645 Structural analysis (Engineering) T Technology > TA Engineering (General). Civil engineering (General) > TA658 Structural design T Technology > TA Engineering (General). Civil engineering (General) > TA660.F7 Structural frames.
Divisions:	Faculty of Civil, Planning, and Geo Engineering (CIVPLAN) > Civil Engineering > 22201-(S1) Undergraduate Thesis
Depositing User:	Anisa Dyah Agustina
Date Deposited:	02 Aug 2024 03:58
Last Modified:	02 Aug 2024 03:58
URI:	http://repository.its.ac.id/id/eprint/109724

Actions (login required)

View Item