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Departemen Teknik Sipil, Fakultas Teknik, Universitas Andalas. Kampus Unand Limau Manis, Pauh, Kota Padang.
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Jurnal Bangunan: Konstruksi & Desain
Published by Universitas Andalas
ISSN : -     EISSN : 30217547     DOI : https://doi.org/10.25077/jbkd.1.2.72-78.2023
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology
Jurnal Bangunan: Konstruksi & Desain (JBKD) adalah sebuah publikasi ilmiah yang berisi penelitian, pengembangan, atau aplikasi teori dalam bidang desain dan konstruksi bangunan. Jurnal BKD membahas topik-topik seperti perencanaan struktur, bahan bangunan, teknologi konstruksi, metode konstruksi, pengujian material, dan perencanaan & desain proyek konstruksi. Tujuan dari jurnal akademik ini adalah untuk memperkaya pengetahuan dan pemahaman tentang bagaimana membangun dan mendesain bangunan yang efisien, aman, dan berkelanjutan. Jurnal ini sering ditujukan untuk para profesional di bidang teknik sipil, dan konstruksi, serta mahasiswa dan akademisi yang tertarik dalam bidang ini. Focus: Jurnal Bangunan: Konstruksi & Desain (JBKD) published research articles, literature articles (review article), case reports, and technical reports in planning, design, and construction of buildings Scopes: Material and structural engineering; Transportation Engineering; Geotechnical Engineering; Water resource engineering; Construction and Project management; Construction Law
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 6 Documents
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Search results for , issue "Vol 3 No 3 (2025): September 2025" : 6 Documents clear
Analisis Kelayakan Struktur Bangunan SDN 22 Talamau Pasca Gempa Pasaman Barat Wati, Zuly Nelriska; Masdar, Astuti; Rahmad, Anda
Jurnal Bangunan, Konstruksi & Desain Vol 3 No 3 (2025): September 2025
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.3.3.87-95.2025

Abstract

The West Pasaman earthquake on February 25, 2022, with a magnitude of 6.2, caused damage to various buildings, including the educational facility of SDN 22 Talamau. As a public facility used by children, the school building requires immediate evaluation to ensure its safety and suitability. This study aims to analyze the structural suitability of SDN 22 Talamau after the earthquake using visual assessment methods, hammer tests, and structural modeling with SAP2000 version 14 software. The results showed that the building suffered damage to both structural and non-structural elements. The damage was relatively minor, such as hairline cracks in the walls, peeling plaster, and minor damage to columns and beams, making it repairable. With repairs to the column-beam connections and wall repairs using injection or wire mesh methods, the building was declared still suitable for use. Recommendations for repairs were provided to ensure the safety and functionality of the building in the future.
Analisis Pengendalian Biaya Konstruksi Dengan Metode Life Cycle Cost (LCC) pada jembatan Franata, Hengky; Honesti, Leli; Nandikk, Misbah
Jurnal Bangunan, Konstruksi & Desain Vol 3 No 3 (2025): September 2025
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.3.3.96-111.2025

Abstract

The development of transportation infrastructure in the form of roads and bridges is one of the elements that support the connectivity and economic growth of a community or a country. Bridges not only function to facilitate goods and people, but also as infrastructure that connects areas separated by natural barriers, such as rivers, valleys, ravines, railways and so on. So it is important to integrate methods that can provide a complete picture of the total costs incurred during the bridge's design life including the cost of maintenance and replacement of components that are no longer functioning or damaged. The purpose of this study is to determine the total life cycle cost of the Andalas University bridge project. Using the Life Cycle Cost (LCC) method by calculating the future value (Future present) during the 100-year design life. The results of this study are in the form of a Cash Flow Diagram that explains the costs of expenditure and income that occur during the 100-year design life of the bridge. So it can be concluded that the total life cycle cost of the Andalas University bridge is Rp. 11,948,862,990.36 which includes the initial cost of Rp. 8,999,998,475.33 or 72.32%, the operational costs during the design life are Rp2,088,775,264.28 or 17.48%, the bridge structural costs are Rp125,210,632.80 or 1.05%, and the bridge mechanical costs are Rp734,878,617.96 or 6.15%. Therefore, applying the life cycle cost (LCC) method can provide a more accurate picture of bridge planning finances and improve cost management efficiency by considering periodic maintenance and operational costs.
Flood Storage Capacity Analysis Of Batang Mahat River For Dam Plan At Gunung Malintang Sub-District Sari, Ridha; Asnur, Hanifah; Yunita, Rini
Jurnal Bangunan, Konstruksi & Desain Vol 3 No 3 (2025): September 2025
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.3.3.124-134.2025

Abstract

Gunung Malintang Sub-district is the largest Sub-district in Pangkalan Koto Baru District, Lima Puluh Kota Regency, West Sumatera Province. With an area of 249.43 km2, Kenagarian Gunung Malintang occupied 35.03 % of Pangkalan Koto Baru District’s total area. Crossing by a major river, Batang Mahat river, made this area hit by floods frequently which brings loss to the local community. Building dams is one of the solution for controlling the flood problems. As we know, dams could be a storage for the excessive water during floods, and it could also be a water resource during the dry season. For the reasons mentioned above, it is necessary to analyze  the flood area on the location where the dams would build. The aim of this research is to calculate the discharge of probable flood (flood routing) using Muskingum method,and to estimate the storage capacity of the basin on the proposed construction site using relationship curve  between elevations – storage area – storage volume. From the flood routing calculation of the probable flood for 100 year of return period, the inflow discharge 325,0911 m3/s  and the outflow discharge is 165,6724 m3/s. The peak flood discharge occured at 3 rd hour. So the probable storage balance based on inflow – outflow discharge is 13,773,771.82 m3 in volume. From the storage capacity determination, using topographic analysis obtained  4.467.693,43 m2 in storage area and  30.213.084,779 m3 for storage volume. The dead storage capacity placed  on the elevation +156 m above msl. The conclusions of the study indicates that the dead storage capacity meets the probable storage balance from flood routing. Which means that the design dam could be constructed at the elevation +156 m.
Asesmen Penerapan Green Building Pada Proyek Pembangunan Pasar Raya Kota Padang Imani, Rafki; Nasmirayanti, Rita; Arman, Utami Dewi; Afrilda Sari
Jurnal Bangunan, Konstruksi & Desain Vol 3 No 3 (2025): September 2025
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.3.3.148-157.2025

Abstract

Pasar Raya Padang is a major shopping center in Padang City that plays a significant role in the local economy. The application of the Green Building concept in this project not only aims to have a positive impact on the environment, but also to improve the welfare of the surrounding community by providing a healthier and more sustainable environment. This study aims to analyze the dominant and lowest factors in the implementation of Green Building and evaluate the assessment criteria used. The research method includes field surveys and interviews with various related parties, then an assessment is carried out based on the Green Building Council Indonesia (GBCI) standards. Based on the research results, the Pasar Raya Padang project successfully achieved 39.9% of the total Green Building indicators and received a bronze predicate with a percentage of 35%. The dominant factor in the implementation of Green Building in this project is "Appropriate Land Use", which successfully meets 12 of the 17 Energy Efficiency and Conservation criteria, equivalent to 11.8%. Meanwhile, the lowest factor is "Water Conservation", which only meets 3 of the 21 criteria due to limitations in realizing water recycling facilities and rainwater catchment, which are less suitable for the conditions of the construction site. This study shows that Pasar Raya Padang has successfully implemented several important aspects of Green Building, although there are still challenges in the aspect of water conservation.
Analisis Eksperimental Dampak Pemasangan Bracing Pada Struktur SDOF Dan MDOF Terhadap Beban Getar Horizontal Tauladan, Muhammad Wafiq; Monica MG, Intan; Suryanita, Reni
Jurnal Bangunan, Konstruksi & Desain Vol 3 No 3 (2025): September 2025
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.3.3.135-147.2025

Abstract

Buildings subjected to horizontal vibration loading can cause displacement deformation and even collapse. Laboratory-scale testing to simulate vibrations due to horizontal loading can be done using structural modeling using a shaking table as the vibration source medium. This can be done because large-scale testing is very difficult to do due to cost and time constraints. This study aims to analyze the impact of bracing use on the response of Single Degree of Freedom (SDOF) and Multi Degree of Freedom (MDOF) structures due to horizontal vibration loads. The building models tested were one to three-story models with and without bracing. Testing was carried out using a one-way horizontal shaking table with varying frequencies of 15 Hz, 20 Hz, and 25 Hz to see the differences in each structural response. The parameters observed in this study were model displacement and acceleration. The study results show that the model without bracing experiences a maximum acceleration at each vibration table frequency of 490 cm/s2 with a vibration table frequency of 15 Hz, 649 cm/s2 with a vibration table frequency of 20 Hz, and 774 cm/s2 with a vibration table frequency of 25 Hz. Meanwhile, the model using bracing experiences the largest acceleration reduction of up to 35% for a vibration table frequency of 25 Hz. Bracing increases the lateral stiffness of the structure thereby reducing deformation to be smaller than the structure without bracing. The maximum displacement value of the model without bracing at each frequency is 1.08 cm at a vibration table frequency of 15 Hz, 1.54 cm at a vibration table frequency of 20 Hz, and 2.84 cm at a vibration table frequency of 25 Hz. From the study conducted, it can be concluded that the use of bracing in SDOF and MDOF structures has a reduction in structural response of up to 35%.
Eksplorasi Faktor Keberlanjutan Sosial dalam Konstruksi Berkelanjutan Rostiyanti, Susy; Fassa, Ferdinand; Sutanto, Leovandi
Jurnal Bangunan, Konstruksi & Desain Vol 3 No 3 (2025): September 2025
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.3.3.112-123.2025

Abstract

Environmental, economic, and social factors are three critical dimensions that influence sustainable construction. Nevertheless, stakeholders in the construction sector remain insufficiently cognizant of the social dimension of sustainability. This study aims to elucidate the elements associated with the social dimension of sustainability and to identify factors deemed significant by stakeholders in the construction industry. This study employed a quantitative research methodology. A questionnaire was developed based on a review of pertinent literature and formed using a Likert scale. The questionnaire was subsequently sent to stakeholders in the construction industry, and the findings were evaluated utilizing the Relative Importance Index (RII). The findings indicate that three critical variables in social sustainability pertain to internal project stakeholders: workplace safety and health, stakeholder interaction, and worker training and education. These three elements are the essential components of social sustainability. Factors related to external stakeholders, such as the community around the project site, remain a secondary concern for construction industry players today.

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