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All Journal Journal of Civil Engineering Jurnal Teknik Sipil
Jusuf Wilson Meynerd Rafael
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Civil Engineering, Building, Construction & Architecture Engineering Transportation

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STUDI PERILAKU LINK PENDEK, LINK MENENGAH DAN LINK PANJANG PADA STRUKTUR BAJA SISTEM EBF Jusuf Wilson Meynerd Rafael; Budi Suswanto
Journal of Civil Engineering Vol 32, No 1 (2017)
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (633.288 KB) | DOI: 10.12962/j20861206.v32i1.4506

Abstract

The paper disccuses an analysis study on the design of Eccentrically Braced Frame (EBF) i.e. short link, intermediate link and long link) with K-Braces-type Split 1 floor. The analysis is performed by using ABAQUS with static monotonic loading in a single structure (frame). Each element of the frame is modeled as sholid 3D with connections to every element in the form of tie constraints and given fixed on each base of the column as a boundary condition. All three models of the frame has been analyzed in accordance with the AISC 2010 provisions and then compared the behavior of each of these models. The results indicate that the short link model considered in this study have on a higher over strength value and used as a proposed model when compared to intermediate link and long link model. It is stated by the failure mechanism as well, the failure is well-occurred in the short link condition than the other models
Perilaku tegangan-regangan beton yang terbuat dari agregat ringan buatan yang diperkuat dengan carbon fiber reinforced polymer Butje Alfonsius Louk Fanggi; Budi Suswanto; Yuyun Tajunnisa; Ahmad Basshofi Habieb; Jusuf Wilson Meynerd Rafael; Yudhistira Habibillah Asy’ari; Adetya Rijiyawanto; Galih Syifaul Ummah
JURNAL TEKNIK SIPIL Vol 12, No 2 (2023): Volume 12 Nomor 2 November 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v12i2.35175

Abstract

This paper describes the findings of a research study aimed at evaluating the impact of various parameters on the stress-strain behavior of concrete composed of artificial lightweight aggregates with rectangular cross-sections. The factors that were evaluated include the number of fiber-reinforced polymer (FRP) layers, the compressive strength of the concrete, and the cross-sectional shape of the concrete. A total of twenty-two test specimens were fabricated, wrapped with Fiber Reinforced Polymer (FRP), and subjected to concentric compressive loading for experimental evaluation. The experimental findings indicate that Fiber Reinforced Polymer (FRP) demonstrates an excellent wrapping technique for lightweight concrete composed of lightweight aggregate. In addition to this, the test findings indicate a positive correlation between the number of fiber-reinforced polymer (FRP) layers employed and the resultant ultimate stress and strain shown by concrete composed of artificial lightweight aggregate. The test results additionally demonstrate a clear relationship between the rise in ultimate stress and the compressive strength of concrete, while showing an inverse relationship with the ultimate strain observed. Similarly, the test results indicate that the utilization of Fiber Reinforced Polymer (FRP) wrapping has more efficacy when applied to round cross-sectional shapes as opposed to rectangular cross-sectional shapes.
Co-Authors Adetya Rijiyawanto Ahmad Basshofi Habieb Budi Suswanto Butje Alfonsius Louk Fanggi Galih Syifaul Ummah Yudhistira Habibillah Asy’ari Yuyun Tajunnisa