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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 69 Documents
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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.
Analisis Kepadatan Lapangan Menggunakan Metoda Sand Cone Di Jalan Perumahan Ekajaya Permata 1 Sicincin Kota Payakumbuh Asnur, Hanifah; Sari, Ridha; Yunita, Rini; Desman, Sutria
Jurnal Bangunan, Konstruksi & Desain Vol 1 No 3 (2023): Desember 2023
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.1.3.115-122.2023

Abstract

Every housing complex must have adequate road access because roads are a means of public transportation used by the community to support daily activities. Road infrastructure makes transportation easier and allows people to carry out activities. The road foundation layer will experience a decrease in the soil's bearing capacity as traffic flow increases, because the road structure distributes the load to all layers beneath it and supports the weight of vehicles passing on it. In circumstances like this, road construction must be of the utmost importance, and data about the existing soil on the site must be tested first. In this research, the author took a residential road that had just been built and still had a layer of compacted pavement. By making this road, people can more easily access transportation and feel comfortable when using it. Field density analysis was carried out on Jalan Perumahan Ekajaya Permata 1 Sicincin, Payakumbuh City. The sand cone method or sand cone test is used to calculate the degree of soil density. Various measurements are calculated, including sand bulk density, soil bulk density, water content, dry soil bulk density, and degree of field density. Tests were carried out at ten points at a distance of 25 meters each. The average soil water content is 7.73%. According to SNI 03-2008-1992, the recommended value of soil density is 95%. The test results show that the average degree of density in the field is 72.51%. Because the soil density in the field does not yet meet the soil density requirements of 95%, it is necessary to increase the compaction further until it meets the specified density requirements.
Pemodelan 3D Jembatan Lengkung, Studi Kasus Jembatan Bukit Sulap, Menggunakan Software Autodesk Revit Kharimah, Muhammad Ihsanul; Hidayat, Benny
Jurnal Bangunan, Konstruksi & Desain Vol 1 No 3 (2023): Desember 2023
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.1.3.133-140.2023

Abstract

Infrastructure is an essential sector in a country, and infrastructure development reflects the country's progress. Infrastructure development is a priority, but the implementation of infrastructure projects needs to pay attention to time, costs and quality. Building Information Modeling (BIM) has the potential to minimize errors and increase efficiency. BIM is a method that was originally applied to the AEC (Architecture, Engineering and Construction) industry. BIM technology makes it possible to create 3D building models that contain information, analysis of work volume calculations, scheduling, and cost calculations. There is several software that applies BIM technology such as Autodesk Revit, Autodesk Advanced Steel, Tekla Structures and Navisworks. BIM technology has been widely applied in construction projects in Indonesia, be it buildings, roads or bridges. In this research, modelling of a steel truss bridge with an arch type was carried out using Autodesk Revit software. This research was conducted to determine the capabilities and limitations of Autodesk Revit software in modelling arch-type steel frame bridge structures. The modelling in this research uses DED (Detailed Engineering Design) image sources for the Bukit Sulap Bridge project, which were obtained from the PUPR Department of Lubuklinggau City. The modelling carried out is in the form of steel frames, bracing, girder beams and bridge connections.
Potensi Pembangunan Pembangkit Tenaga Mini Hidro (PLTM) pada Sungai Batang Kenaikan Kabupaten Pasaman Barat Februarman, Februarman; Hardiyanto, Hendri; Hadie, Muhamad Shubhi Nurul
Jurnal Bangunan, Konstruksi & Desain Vol 1 No 3 (2023): Desember 2023
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.1.3.123-132.2023

Abstract

Rivers that flow from hilly or mountainous areas can be used for various purposes including; sources of drinking water, irrigation, fisheries, power plants, and downstream shipping lanes. West Sumatra Province is mostly a mountainous area and has many rivers flowing east and west from the Barisan hills. This condition allows the development of hydroelectric power plants that utilize the head and discharge of rivers. One potential development of a mini hydro power plant (PLTM)  is in Batang Panggang, which is located  in Paraman Ampalu Village, Gunung Tuleh District, West Pasaman Regency. The potential for developing a PLTM on the Batang Panggang River is based on topographic conditions that allow for adequate head height and river flow that can produce electrical energy. For this reason, it is necessary to study the potential by selecting the planned discharge so that it can produce several power production values. These various power productions can be taken into consideration in relation to development costs and operating patterns agreed with PT. PLN (Persero). In this study, the data used includes daily discharge data from automatic water level record (AWLR) recording over the last 15 years. From the discharge data, a Flow Duration Curve (FDC) can be drawn to determine the relationship between discharge and the probability of its occurrence, and this is used as a basis for selecting generator discharge plans and annual energy production. Based on the topographic conditions of the location, the elevation of the lighthouse weir is planned at an altitude of +200 m above sea level, the calming tank is at an altitude of +197 m and the location of the power house is at an altitude of +150 m, while the length of the carrier channel is 2400 m. From this elevation, the height of the fall, H, is 50 m. Assuming the effective fall height, Heff  is 90%xH, then Heff is obtained as 45 m. By trying the planned discharge used is Q40% to Q80%, from the FDC we get Q40% = 17.97 m3/s, Q50% = 14.99 m3/s, Q60% = 12.98 m3/s, Q70% = 11.17 m3/s, and Q80% =   9.54 m3/s. Based on the fall height and design discharge, the appropriate type of turbine is a French turbine and the generator efficiency is 0.95, then the annual  energy for each Qplan is obtained, namely; W40 = 40413.97 MWh, W50 = 37108.22 MWh, W60 = 34744.17 MWh, W70 = 31296.90 MWh, and W80 = 27606.57 MWh.
Identifikasi Risiko Keselamatan Kerja Dengan Menggunakan Metoda Job Safety Analysis (JSA) Pada Rencana Proyek Perkantoran Terpadu Kota Payakumbuh Desman, Sutria; Ridha Sari; Hanifah Hasnur
Jurnal Bangunan, Konstruksi & Desain Vol 1 No 3 (2023): Desember 2023
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.1.3.141-148.2023

Abstract

Office facilities and infrastructure are one of the main components supporting the running of government activities in an area, which aims to provide services to the community. Therefore, the Payakumbuh City Government will carry out work to build an office complex consisting of the Health Service Office, Inspectorate Office, Social Service Office and Environmental Service Office. Based on PUPR Ministerial Regulation No. 10 of 2021, it is required that before construction work is carried out, an Occupational Health and Safety study or known as Job Safety Analysis (JSA) must first be carried out. This research was conducted using a semi-qualitative method with analysis of the judgments of experts (justice professionals) which aims to transform raw data into easy-to-understand information in the form of more concise and clear information. In this research, an analysis was carried out to determine the possible risk of occupational hazards based on the frequency and severity values resulting from work, guided by PUPR Ministerial Decree No. 10 of 2021. Based on the research results, it was found that the level of potential risk of occupational accident hazards was divided into 3: major risk level, medium risk level and high level. small risk. There are 4 variables at the high risk level, 20 variables at the medium risk level and 26 variables at the small risk level. Of the three risk level categories, mitigation can be done using control methods such as substitution, elimination, engineering and administrative control methods.
Analisis Potensi Likuifaksi Berdasarkan Data Cone Penetration Test (Studi Kasus Belawan, Medan) Sari, Siti Nur Indah; Bintang, Rajinda
Jurnal Bangunan, Konstruksi & Desain Vol 1 No 3 (2023): Desember 2023
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.1.3.149-158.2023

Abstract

One of the impacts of an earthquake is liquefaction. If an earthquake with a large magnitude occurs in an area, it can destroy facilities and infrastructure, then it is possible that the next impact will be liquefaction. Moreover, the buildings are located not far from the beach, because of the characteristics of the sandy soil which has a high friction angle like in the Belawan area, Medan City. And from the analysis of liquefaction potential based on CPT (Cone Penetration Test) data, as well as calculations and analysis of physical soil data, earthquake magnitude and CSR and CRR cyclic loads at six drilling points carried out in the area, it was found that the land at the location experienced potential liquefaction because the safety factor is < 1. Which is influenced by the CSR (cyclic stress ratio) value and the CRR (cyclic resistance ratio) value which is very small, as well as the assumption that the earthquake acceleration is 7.5 SR with an amax value of 196.94 gal.
Karakteristik Tanah Pada Lereng Sebagai Mitigasi Pasca Bencana Tanah Longsor (Studi Kasus: Nagari Aie Dingin, Kab. Solok, Sumatera Barat) Ayunimas, Agustina; Haryati, Novy; Sonata, Herix; Muchlian, Meli
Jurnal Bangunan, Konstruksi & Desain Vol 1 No 3 (2023): Desember 2023
Publisher : Universitas Andalas

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25077/jbkd.1.3.159-167.2023

Abstract

The landslide disaster in the Nagari Aia Winter area, Lembah Gumanti District, Solok Regency, which was caused by high-intensity rain and other factors, is thought to be due to mining activities in the area which caused the contour of the land there to become unstable. This research aims to analyze the soil characteristic values on the slopes, analyze the Safety Factor (FK) values of the slopes and analyze appropriate mitigation for landslide disasters in Nagari Aia Winter, Lembah Gumanti District. The research method used is a quantitative approach. From the results of the research carried out, it can be concluded that the characteristics of the soil on the slope include a type of silty sand soil with poor gradation and calculations using the Geostudio Slope/W 2012 program show the Safety Factor (FK) value of the slope in Nagari Aia Winter, Lembah Gumanti District, Solok Regency by simulating using angles of 30°, 45°, 60°, 70°, it was found that the Safety Factor (FK) value < 1.5, the slope was included in an unstable condition. These slopes are dangerous and can cause landslides in the future. Mitigation efforts that can be carried out are structural mitigation by building retaining walls or stone slabs and drainage at landslide locations, mapping slopes or sloping steep slopes and making permanent connecting bridges. Non-structural mitigation can take the form of providing information related to landslide-prone zones, and conducting outreach at several locations that have landslide-prone impacts.

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