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All Journal Journal of Engineering and Technological Sciences Jurnal Teknik Sipil JUTEKS - Jurnal Teknik Sipil Jurnal Rekayasa Sipil MOTIVECTION : Journal of Mechanical, Electrical and Industrial Engineering JURMATIS : Jurnal Manajemen Teknologi dan Teknik Industri Jurnal Bangunan: Konstruksi & Desain Journal of Civil Engineering and Vocational Education
Ruddy Kurniawan
Jurusan Teknik Sipil, Fakultas Teknik, Universitas Andalas
Automotive Engineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Transportation

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Perancangan Bresing Eksentris Link Pendek Pada Struktur Baja Bertingkat Di Kota Padang Fitrah, Ridho Aidil; Al Mushoddaq, Syafiq; Kurniawan, Ruddy
Jurnal Bangunan, Konstruksi & Desain Vol 3 No 2 (2025): Juni 2025
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.3.2.70-80.2025

Abstract

One of the widely implemented seismic-resistant structural systems is the Eccentrically Braced Frame (EBF) system, which combines elastic stiffness with high ductility through a specialized component known as the link. The link is designed to undergo plastic deformation and dissipate seismic energy, while the other structural elements remain within the elastic range. This mechanism makes EBF an effective solution for enhancing the seismic performance of buildings, particularly in regions with high seismic activity. This study aims to design a five-story steel structure located in Padang City by applying the EBF system using an eccentric bracing configuration with short links. The design process focuses on the primary structural elements, namely beams and columns, in accordance with applicable Indonesian national standards, specifically SNI 1729:2020. In addition, SNI 1726:2019 and SNI 1727:2020 are used for seismic and gravitational load analysis, respectively. The design of the link component refers to AISC 341-16, particularly for determining link categories and the required stiffener thickness. The results of this study include detailed drawings of the designed links based on the aforementioned codes, along with a discussion on the significance of using eccentric bracing in influencing the structural response
Design and Analysis of Beam with Opening using Strut and Tie Model Doris, Ahmad; Kurniawan, Ruddy; Thamrin, Rendy
CIVED Vol. 10 No. 3 (2023): September 2023
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v10i3.34

Abstract

Concrete beams on structures sometimes have to be covered for utility lines. For the case of concrete beams with openings, special calculations must be made because the lengths of the dimensions no longer have the same dimensions. One of the approaches is with the strut and tie model. Currently, there are no standard provisions in the manufacture of the strut and tie model, as it is an approach to calculating in areas where Bernoulli's law does not apply. In order to facilitate the creation of a strut and tie model, the study used a simple software tool called BESO2D. The number of samples of the test model is 4 variations with different position and size of the hole. The dimensions of the beam used are 150x300 mm with a length of 2000 mm. Each of the beams will be given a reinforced based on the working load and from the strut and tie model frame. The behavior of each beam will be analyzed using the software of the finite element method to specific concrete named ATENA.
Pengaruh Posisi Dinding Geser Terhadap Kinerja Struktur Gedung Tak Beraturan Akibat Beban Gempa Gusra, M. Hafizh; Haris, Sabril; Kurniawan, Ruddy
CIVED Vol. 10 No. 2 (2023): June 2023
Publisher : Universitas Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/cived.v10i2.421

Abstract

Pemanfaatan lahan yang terbatas menghasilkan desain bangunan/gedung yang tak beraturan. Bangunan/gedung tak beraturan akan memiliki perilaku serta kinerja tersendiri dalam menerima beban. Karena itu diperlukan sistem struktur dinding geser dalam memerima beban gempa. Posisi dinding geser yang tepat akan menghasilkan perilaku dan kinerja yang ideal bagi struktur. Tujuan penelitian ini untuk menentukan posisi dinding geser yang ideal dalam menerima bebaan gempa. Metode penelitian ini adalah studi numerik dengan analisis pushover menggunaka program ETABS V 16. Terdapat satu model tanpa dinding geser dan lima model dengan posisi dinding geser yang berbeda-beda. Layout model penelitian ini berbentuk L berlokasi di Kota Padang dengan kondisi tanah sedang. Hasil penelitian menunjukkan posisi dinding geser model 1 yang berada pada ujung bangunan memiliki perilaku yang ideal dalam menerima beban gempa berdasarkan pengecekan persyaratan SNI 1726 2019 dan memiliki tingkat kinerja kategori damage control berdasarkan ATC-40 1996 yang berarti bahwa bangunan mengalami kerusakan tetapi tidak diperkenankan mengalami keruntuhan yang menyebabkan korban jiwa manusia (resiko korban jiwa sangat rendah).
Co-Authors Al Mushoddaq, Syafiq Amrina, Elita Awal Surono Awal Surono Awal Surono, Awal Azizah, Hanifa Roja Bambang Budiono Bambang Budiono Bambang Budiono Budiono, Bambang Doris, Ahmad Eko Sukma Putra Faisal Ananda Fauzan . Fitrah, Ridho Aidil Gusra, M. Hafizh Ivindra Pane Jati Sunaryati Jauhari, Zev Al Komari, Ana Masrilayanti, Masrilayanti Pratama, Ardi Risma Apdeni Rizaldi, Phandu Sabril Haris, Sabril Santoso, Heribertus Budi Siska Martha Sari Surono, Awal Thamrin, Rendy