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BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil

bentang
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Published by Universitas Islam 45 Bekasi

ISSN : 23025891 EISSN : 25793187 DOI : https://doi.org/10.33558/bentang

Core Subject : Engineering,

Civil Engineering, Building, Construction & Architecture Transportation

BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil is theoritical and applied Civil Engineering journal for scientific publication issued twice in every volume (January and July). First published in January 2013, already indexed by Dimensions, Google Scholar, Base, Garuda, and Sinta. BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil is the journal open access. BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil p-ISSN: 2302-5891, e-ISSN: 2579-3187 is a peer-reviewed, scientific journal published by Universitas Islam 45 Bekasi. FOCUS & SCOPE: Structural Engineering Construction Engineering & Management Geotechnical Engineering Transportation Engineering Water Resources Engineering

Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur

Articles 293 Documents

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Comparison of Seismic Performance of L-Shaped Multi-Story Structures with Eccentrically Braced Frame and Friction Dampers Ramadhan, Andhika Daffa; Sulaksitaningrum, Roro; Sarassantika, I Putu Ellsa; Casita, Cintantya Budi
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 13 No 1 (2025): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (January 2025)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v13i1.10115

At the stage of planning the design of an asymmetric multi-story structure, the seismic performance of the structure must be considered, especially in earthquake prone areas. A structure can increase its capacity to withstand seismic loads by using an appropriate bracing system, such as eccentric bracing or utilizing seismic dampers like friction dampers. This research aims to compare five L-shaped multi-story steel structural models using Eccentrically Braced Frame and friction dampers. The models that focus of this research are model 1 (Moment Resisting Frame), model 2 (structure with diagonal EBF), model 3 (structure with inverted V EBF), model 4 (structure with diagonal friction damper), and model 5 (structure with chevron friction damper). To analyze each model from the elastic condition to the collapse condition, the ETABS software was used, which employs a nonlinear static pushover approach. As a result, all evaluated structural models meet the Immediate Occupancy performance level, which means that all five models can still function normally even after an earthquake occurs. Because of the higher ductility capacity and better inelastic behavior compared to MRF and EBF structures, structures with friction dampers are the best choice for use in steel structures.

Soil Improvement using Cement Deep Mixing (Case study: Dredging of the Channel and Port Basin of Benoa) Mahardhika, Bogie Prastowo; Suharyanto; Nugroho, Hari
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 13 No 1 (2025): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (January 2025)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v13i1.10132

The problem we often encounter in the field of geotechnics, especially in Indonesia, is soft soil. The characteristic of soft soil is low bearing capacity. During the dredging process of the harbor basin, the soft soil in the harbor may experience movement. Therefore, a system is needed to retain the soil on the land side of the port in the form of sheet piles. However, the safety factor does not meet the requirements. Therefore, soil improvement is necessary to maintain soil stability by increasing the soil's shear strength, one of the methods that can be used is Cement Deep Mixing (CDM). This research aims to determine the required ratio of the area to be repaired. The analysis was conducted using the finite element method (FEM) with PLAXIS 2D. The research results show a CDM Improvement Ratio of 50%, a width of 20 m, and a depth of 35 m. The reinforcement includes Steel Pipe Sheet Pile (SPSP) with a diameter of 711.2 mm, a thickness of 16 mm, and a depth of 37 m, as well as Spun Pile anchors with a diameter of 800 mm, a thickness of 120 mm, and a depth of 20 m, with a distance of 2.2 m between each anchor and a distance of 15.76 m from the sheet pile. The modeling data used is the CDM soil improvement data from the Benoa Harbor Dredging Project, Indonesia.

Analysis of the Level of Road Damage and Maintenance Using the International Rougness Index (IRI) Method (A Case Study in Malang City) Argawana, Imam Gusti; Siswanto, Henri; Rahardjo, Boedi
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 13 No 1 (2025): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (January 2025)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v13i1.10139

Poor road conditions can put drivers at risk, lead to accidents, and create inconvenience and inefficiency on the road. Road maintenance is crucial to keep roads functioning optimally. This research aims to analyze the level of road damage using the IRI (International Roughness Index) and determine the type of maintenance required. The research was conducted on four main streets in Malang City. IRI data was obtained from field surveys using the Roadroid application. The data that has been obtained is processed and analyzed to determine the level of damage and the type of maintenance required. The results of this research are: Tidar Street is 21.05% in good condition, and the remaining 78.95% is in fair condition. Candi V Street is 27.27% in good condition, and 72.73% is in fair condition. Karang Ampel Street is 69.23% in good condition, 23.08% in fair condition, and 7.69% in lightly damaged condition. Bendungan Wonogiri Street is 50% in good condition and 50% in fair condition. The type of maintenance for Tidar Street is determined using the average IRI value approach. With a value of 4.87, Tidar Street requires periodic maintenance. Meanwhile, Candi V Street, Karang Ampel Street, and Bendungan Wonogiri Street are maintained using a segment group system, with each road section requiring two types of maintenance, namely routine maintenance and periodic maintenance.

Comparative Analysis of Concrete and Reinforcement Work Volume Using Building Information Modelling Support Software Hasbi, Edlin Al Khuzaifah; Susanti, Betty; Adhitya, Bimo Brata
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 13 No 1 (2025): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (January 2025)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v13i1.10152

The era of the 4.0 revolution has four principles consisting of interconnection, information transparency, technical assistance, and decentralized decision-making. Four principles can be the guidelines for the Building Information Modelling (BIM) system. Government building projects have rules that stipulate that the BIM system must be applied in every construction project. The purpose of this study is to compare the volume of plan and realization work from contractors with conventional methods with plan and realization modeling on pilecap, column, and beam work for concrete and reinforcing work. The method used in this study is to make concrete and reinforcing modeling using Glodon Cubicost TAS and TRB software and use comparative analysis for each work volume result from conventional calculations and BIM modeling results. The data needed consists of general building data, plan drawing data and realization, as well as calculation of the volume of concrete and reinforcement. The results of the study show that there is a varied percentage difference between the data from the contractor and the modeling made, both plans and realization. The use of this software is considered effective if it has been used since the beginning of the construction project, because it can reduce errors and improve the integration between RAB and plan drawings as well as RAP and As Built Drawing.

Geotechnical Investigation to Predicte of Liquefaction Potential in Gunung Pangilun Area, Padang City Fachriansyah, Ikrar; Raihan, Shufrael; Putra, Hendri Gusti; Andriani
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 13 No 1 (2025): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (January 2025)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v13i1.10153

Gunung Pangilun is an area in Padang that continues to experience urban and infrastructure development. Padang City is located in an earthquake-prone area in Indonesia, so it has a high risk of liquefaction. Geotechnical investigation is a crucial step in assessing liquefaction potential. This study aims to predict the liquefaction potential in Padang City, especially in the Gunung Pangilun area. The research methodology includes collecting geotechnical data through soil testing in the field, namely CPT and laboratory testing in the form of soil physical property tests. Liquefaction potential analysis was carried out using empirical methods such as the Seed & Idriss and Tsuchida methods. The analysis showed that at CPT points 1, point 2, point 3, and point 4, there was potential for liquefaction at depths below 1.0 m and 2.0 m. Meanwhile, based on the Tsuchida Curve, it shows that the surface of the soil (depth of 0.00 m - 1.00 m) does not have the potential for liquefaction because it is outside the liquefaction zone and the sand has a non-uniform gradation. Analysis of grain gradation on the ground surface (depth 0.00 m - 1.00 m) has a D50 value of 1.62 mm and at a depth of 1.00 m has a D50 value of 1.39 mm so that at that point, it shows that the ground surface has no potential for liquefaction. The conclusion of this study shows that the potential for liquefaction on Gunung Pangilun is at a depth of more than 1 m.

Perbandingan Metode Beban Seismik Statis Ekuivalen, Spektrum Respons, dan Riwayat Waktu pada Kubah Yasa, P. Adi; Kedaton, Kadek Hindhu Putra; Prayoga, Made Hendra; Bhisama, Ida Bagus Prastha
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 13 No 1 (2025): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (January 2025)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v13i1.10154

Dome structures are known to have good seismic resistance. However, the Indonesian National Standard (SNI) does not extensively discuss the earthquake loading methods that can be used as references in designing dome structure elements. This study aims to identify the most appropriate earthquake loading method for buildings with a dome shape. Several earthquake loading methods are compared, including equivalent static analysis, spectral response, and time history. A case study is used, involving a dome structure with a span of 60 meters, a height of 30 meters, and made of A36 steel. The earthquake source location is taken from Denpasar, Bali. The analysis includes base shear, deformation comparison, and internal forces for all three loading methods. The results show differences in structural responses between the equivalent static, response spectrum, and time history methods. The response spectrum method is considered more suitable for dome structure modeling in terms of safety, while the equivalent static method is more appropriate for practical considerations and ease of design.

Bahasa Inggris Medriosa, Hamdeni; Tanjung, Jafril; Maidiawati; Haris HG, Sabril
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 13 No 1 (2025): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (January 2025)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v13i1.10166

The width of diagonal strut is not commonly known for having significant benefit to the lateral strength of brick walls. However, some researchers have resumed that strut width has a significant impact on lateral strength. Both experimental and analysis studies indicates that the width of the diagonal strut indeed has a significant impact on the lateral strength of brick walls. By employing the developed analytical model, it became evident that the width of the strut benefited the strength of the brick wall. The purpose of this research is to determine the effect of diagonal strut width on the lateral strength of brick walls. The methodology employed to ascertain the lateral strength of brick walls was by conducting a comparative analysis of the analytical and numerical outcomes from varied strut widths at the mid-span openings to the various form of openings. The analytical approach was conducted with the use of diagonal struts, while the numerical modeling was done with the Atena 2D software. The analytical results obtained were 65.15 kN for diagonal strut 1 and 73.75 kN for diagonal strut 2. The numerical results obtained were 64.7 kN for diagonal strut 1 and 75.7 kN for diagonal strut 2. The findings derived from this investigation substantiate the pivotal influence of strut width on the lateral strength of brick walls.

Analysis of Building Information Modeling (BIM) Implementation in Mechanical, Electrical, and Plumbing (MEP) Works on the Success of Construction Projects Putri, Mike Riska
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 13 No 1 (2025): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (January 2025)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v13i1.10269

The construction industry has an important role in global infrastructure development, with Building Information Modeling (BIM) an increasingly important innovation to improve efficiency, collaboration and project quality. The transformation of the construction industry that is developing from Industrial Revolution 4.0 to Society 5.0 requires the use of technology that takes advantage of the connection between humans and digital systems. Even though BIM offers great potential in the construction sector, its implementation in Mechanical, Electrical and Plumbing (MEP) work still faces major challenges such as communication barriers, communications and the risk of delays which affect the final project results. The aim of this research is to identify the factors that influence the successful implementation of BIM in MEP work, as well as the benefits and barriers that arise in the field. The analysis method used is factor, namely a multivariate statistical technique that groups mutually inhibiting variables into main factors that can influence the effectiveness of BIM implementation. The research results show that the application of BIM to MEP work provides benefits to the quality of MEP project management, MEP project performance and operational efficiency of MEP work. BIM implementation also has obstacles caused by policy factors, organizational factors and knowledge factors in implementing BIM in MEP work. The Human Resources (HR) readiness factor is the main aspect that influences the success of implementing BIM in MEP work.

Analysis of Road Handling Priorities in Pesawaran Regency Comparison of Fuzzy AHP and PKRMS Methods Anton, Sari; Sulistyorini, Rahayu; Purba, Aleksander; Utami, Chatarina Niken Dwi Wahyuni Setyo Budi; Karami, Muhammad
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 13 No 2 (2025): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (July 2025)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v13i2.10388

Effective road management is crucial to ensure the smoothness and safety of the transportation system in Pesawaran Regency. Although various strategies have been implemented to determine road maintenance priorities, challenges remain in fully integrating technical and non-technical elements comprehensively. This study aims to address these shortcomings by comparing two analytical methods, namely the Fuzzy Analytic Hierarchy Process (FAHP) and the Provincial/District Road Management System (PKRMS), and by developing a combined approach expected to yield more accurate and comprehensive priority determinations in road infrastructure management. The research methodology employs both qualitative and quantitative approaches. FAHP is utilised to address uncertainty and subjectivity in decision-making, while PKRMS provides evaluations based on technical data. Analysis results indicate significant differences in road maintenance priorities generated by the two methods. FAHP ranks the Negeri Sakti - Batas Lampung Selatan (177) road segment as the highest priority with a weight of 0.241 whereas PKRMS prioritises the Negara Saka - Krisnowidodo (081) road segment with a TPI value of 76.040. The integration of these two methods produces a more comprehensive priority ranking, with the Lumbi Rejo - Tresno Maju (089) road segment emerging as the top priority with a TPI value of 132.337. This research introduces an integrative approach that combines FAHP and PKRMS, offering a novel solution for determining road maintenance priorities that simultaneously consider both technical and non-technical aspects.

Assessment of Development Potential for Central Government Irrigation Zones in Metro City Pratama, Muhammad Vareza; Purwadi, Ofik Taufik; Romdania, Yuda; Zakaria, Ahmad; Herison, Ahmad
Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 13 No 2 (2025): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (July 2025)
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v13i2.10446

The decline in agriculture, forestry, and fisheries sector revenue by 5.24% in Metro City in 2024 necessitates efforts to increase productivity through the development of irrigation areas (D.I). This study aims to analyze the existing conditions of central authority irrigation areas and assess their expansion potential according to the 2013 KP-01 standards. The research employs a mixed-method approach, utilizing quantitative analysis for spatial data processing and planning criteria assessment, complemented by qualitative analysis for interpretation and deepening of results. The findings indicate that the Karangrejo and Tejo Agung Clusters meet all eight criteria of the KP-01 irrigation planning standards, with an increase in irrigated land area from 18.71 hectares to 388.62 hectares. Both clusters demonstrate moderate soil fertility with adequate water sources from the Way Bunut River and reservoir for Karangrejo, and the Batanghari River with D.I. Way Sekampung channel for Tejo Agung. The analysis also confirms the fulfillment of aspects including water availability, farmer presence, road access, land ownership status, flood resistance, and compliance with Metro City's spatial planning (RTRW). In conclusion, the development of irrigation areas in both clusters is feasible and should be implemented through a planned and integrated approach to enhance agricultural productivity and water management effectiveness in Metro City.

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Home Page

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Editorial Team

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Google Scholar

Contact Name Anita Setyowati Srie Gunarti

Contact Email anitassgunarti@gmail.com

Phone +6281323206332

Journal Mail Official bentangunismabekasi@gmail.com

Editorial Address Jl. Cut Meutia No. 83 Bekasi

Location Kota bekasi, Jawa barat INDONESIA

Abstract

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Contact Name
Anita Setyowati Srie Gunarti

Contact Email
anitassgunarti@gmail.com

Phone
+6281323206332

Journal Mail Official
bentangunismabekasi@gmail.com

Editorial Address
Jl. Cut Meutia No. 83 Bekasi

Location
Kota bekasi,

Jawa barat

INDONESIA