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All Journal Journal of Engineering and Technological Sciences Jurnal Teknik Sipil BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa 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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Faktor Permasalahan Interoperabilitas Pada Penerapan Building Information Modeling (BIM) Dalam Proses Analisis Dan Desain Struktur Fitrah, Ridho Aidil; Amrina, Elita; Masrilayanti, Masrilayanti; Kurniawan, Ruddy; Sunaryati, Jati; Rizaldi, Phandu; Azizah, Hanifa Roja
Jurnal Bangunan, Konstruksi & Desain Vol 2 No 2 (2024): Juni 2024
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.2.2.97-105.2024

Abstract

Interoperability in the context of Building Information Modeling (BIM) refers to the ability of different systems, software, and platforms to collaborate and share BIM information effectively. This enables professionals in the construction industry to work together more efficiently and minimize the risk of data loss or communication errors. Effective BIM interoperability is a critical aspect of the success of BIM implementation in construction projects, from the design process to on-site construction. One phase in BIM is the analysis and design of structures. This research addresses the challenges that arise in implementing BIM interoperability between architectural models and analytical models in multi-story buildings. The study was conducted by simulating reinforced concrete and steel multi-story building models, and obtaining structural element designs using ETABS and Revit software in standardized formats. The simulation results are presented in a workflow that identifies the dominant factors in the interoperability issues of each software. The availability of add-ons or plugins between software is a key factor leading to inconsistencies in data and coordinates, as well as discrepancies in the design results from the analytical model to the architectural model in the process of creating shop drawings.
ANALISIS KINERJA DISTRIBUSI LOGISTIK PADA PASOKAN BARANG DARI PT. SURYA PAMENANG KE KONSUMEN Kurniawan, Ruddy; Santoso, Heribertus Budi; Komari, Ana
JURMATIS (Jurnal Manajemen Teknologi dan Teknik Industri) Vol. 1 No. 2 (2019): August
Publisher : Universitas Kadiri

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/jurmatis.v1i2.440

Abstract

The problem that often occurs in management is the lack of control in logistics management. The logistics distribution management control policy will affect increasing the performance of the company in distributing demand from producers to customers and managing product inventory in distribution centers. In terms of management performance, PT. Surya Pamenang in fulfilling the needs has been optimal. However, in supporting the implementation of supply chain management, which is inseparable from the influence of distribution center location on distribution distance, smooth transportation in distribution to consumers, and the availability of products at the distribution center to meet the demands of each consumer, it needs to be re-evaluated. With this research, it is hoped that it can help in overcoming the problems faced by PT. Surya Pamenang. This study concludes that companies can be more efficient and effective in minimizing the risks that may occur for the company. The performance of logistics management supports positive improvements for the company.Permasalahan yang sering terjadi dalam pengelolaan manejemen dalam hal ini kurangnya pengendalian dalam manajemen logistik. Kebijakan pengendalian manajemen distribusi logistik akan berpengaruh dengan terhadap meningkat performa kinerja perusahaan dalam mendistribusikan permintaan dari produsen kekonsumen pelanggan dan mengatur persediaan produk di pusat distribusi. Dilihat dari segi kinerja menejemen PT. Surya Pamenang dalam pemenuhan kebutuhan sudah optimal. Akan tetapi dalam mendukung kinerja manajemen rantai pasokan yang tidak terlepas dari pengaruh lokasi pusat distribusi terhadap jarak Pendistribusian, kelancaran transportasi dalam pendistribusian ke konsumen serta ketersediaan produk di pusat distribusi untuk memenuhi permintaan dari setiap konsumen perlu dievaluasi kembali. Dengan adanya penilitian ini diharpakan dapat membatu dalam mengatasi permasalahan – permasalahan yang di hadapi PT. Surya Pamenang. Penelitian ini menyimpulakan bahwa perusahan dapat lebih efisien dan efektif dalam meminimalisir dari resiko yang dapat terjadi bagi perusahaan. Kinerja dari manajemen logistik mendukung peningkatan yang positif bagi perusahaan.
Seismic Analysis of Minimum Separation Distance for Low-Rise Buildings in Padang City to Prevent Structural Collisions Pratama, Ardi; Masrilayanti, Masrilayanti; Kurniawan, Ruddy; Apdeni, Risma
MOTIVECTION : Journal of Mechanical, Electrical and Industrial Engineering Vol 7 No 1 (2025): Motivection : Journal of Mechanical, Electrical and Industrial Engineering
Publisher : Indonesian Mechanical Electrical and Industrial Research Society (IMEIRS)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46574/motivection.v7i1.427

Abstract

This study examines the minimum effective separation distance between buildings necessary to avert structural damage from building pounding in Padang City, an area particularly vulnerable to seismic events. The study examines 45 structures throughout five districts, classified into three categories according to their height-to-width (H/L) ratio: (0.5–1.0), (1.1–1.5), and (1.51–2.0). Three pairs of ground acceleration records—Imperial Valley-06, Tokachi-Oki Aftershock, and Tokachi-Oki Mainshock—were selected and calibrated to align with the target response spectrum of Padang City using linear time-history analysis. The research assesses structural displacement capacity and drift ratio to ascertain the necessary minimum separation distances. The findings reveal that the minimum separation distance for Category A (H/L: 0.5–1.0), Category B (H/L: 1.1–1.5), and Category C (H/L: 1.51–2.0) spans from 40 cm to 48.4 cm, with a suggested practical separation of 50 cm per building. A separation distance of 1 meter is recommended to reduce the risk of structural collisions during earthquakes. These findings serve as a technical reference for urban planners, engineers, and legislators, facilitating safer building designs, enhanced seismic resilience, and diminished structural damage in earthquake-prone regions.
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
Co-Authors Ahmad Doris Al Mushoddaq, Syafiq Amrina, Elita Awal Surono Awal Surono Awal Surono, Awal Azizah, Hanifa Roja Bambang Budiono Bambang Budiono Bambang Budiono Budiono, Bambang Eko Sukma Putra Faisal Ananda FAJAR NUGROHO Fauzan Fauzan Fauzan Fauzan Fitrah, Ridho Aidil Ivindra Pane Ivindra Pane Ivindra Pane Jafril Tanjung, Jafril Jati Sunaryati Komari, Ana M. Hafizh Gusra Maidiawati Maidiawati, Maidiawati Masrilayanti, Masrilayanti Pane, Ivindra Pratama, Ardi Risma Apdeni Rizaldi, Phandu Sabril Haris Santoso, Heribertus Budi Siska Martha Sari Surono, Awal Thamrin, Rendy Zev Al Jauhari