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Indonesian Journal of Construction Engineering and Sustainable Development

sipil
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Published by Universitas Trisakti

ISSN : - EISSN : 26214146 DOI : https://doi.org/10.25105/cesd

Core Subject : Engineering,

Civil Engineering, Building, Construction & Architecture

Indonesian Journal of Construction Engineering and Sustainable Development (CESD) has been published since 2018 by the Department of Civil Engineering, Faculty of Architecture and Planning, Universitas Trisakti in association with the Construction services development Board of Jakarta (LPJK). This journal was previously known as “Jurnal Teknik Sipil” Since 2011. CESD is published regularly twice a year (June and December) and is currently indexed in Google Scholar. CESD is an open access peer reviewed journal, publishing theoretical papers, practise-oriented papers including case studies, state-of-the-art reviews by individuals, researchers and academia, experts in the field of Civil Engineering. Articles can be submitted in Bahasa or English. Associate Editors or Reviewers are also welcome. Our goal is to provide a scientific and technical background of the most recent achievements in civil engineering, Especially structural engineering, transportation structures, water and geotechnical engineering and sustainability in construction management

Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi

Articles 106 Documents

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STEEL ROOF STRUCTURE STRENGTH ANALYSIS USING 2D FINITE ELEMENT METHOD Iman, Miftahul; Nelfia, Lisa Okri; Manurung, Edison Hatoguan
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 6 No 2 (2023): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v6i2.18894

Due to the time, the steel truss had been used in several roof application. Several analysis structure methods codes had been developed and adopted for steel building constructions design and analysis. Recently, some finite element analysis also had completed the structure analysis. This research had modelled and analyzed the howie type of roof steel truss structure. The direct stiffness method had been compared to the finite element method (FEM) that was utilized by SAP2000. The stress analysis had been evaluated by performing 3D solid tension and compression member by utilizing Abaqus. The National Standard of Indonesia for steel construction (SNI 1729 2020) that was also verified by AISC/ANSI 360 2022 had been considered in this research. The results showed similarity between Direct Stiffness Method and FEM about 1% - 2%. The maximum tension stress on bottom chord had been verified by 3D solid respectively 175 MPa (ASD) and 213 MPa (LRFD) for yielding criteria. For fracture criteria the stress was recorded consecutively 140 MPa (ASD) and 260 MPa (LRFD). The compression member had been recorded correspondently 267 MPa (ASD) and 270 MPa (LRFD). The stress number that was occurred on the top chord had satisfied the design requirements accorded to AISC/ANSI 360-2022. However, in the case of compression member should be designed in double cross section for preventing the buckling failure.

RELATIONSHIP BETWEEN COMPRESSIVE STRENGTH AND FLEXURAL STRENGTH IN REACTIVE POWDER CONCRETE Girsang, Pije Saputra; Naibaho, Pio Ranap Tua; Bangun, Sempurna
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 6 No 2 (2023): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v6i2.18896

Reactive powdered concrete is a new type of concrete which has ultra high compressive strength. The constituent components are very fine powders which have a high silica content. This aims to improve the reaction that occurs in concrete and increase the homogeneity of the concrete. Reactive powder concrete consists of cement, silica fume, quartz with a maximum diameter of 300 μm, superplasticizer and steel fiber to increase ductility. Reactive powder concrete which has high compressive strength and high ductility has the potential to replace steel materials in construction work. Has a very big opportunity for construction materials in Indonesia considering the availability of the materials needed, especially quartz. This research is the first step towards the possibility of developing reactive powdered concrete in Indonesia, which is based on previous research. Experiments were carried out to obtain a reactive powdered concrete mixture with local materials. This experimental behavior serves to connect the compressive strength and bending with the formula 0.62fc '. The results showed that the compressive strength was 32.85 MPa and the flexural strength 3.25 MPa and the compressive strength produced by the reactive powder concrete was of medium quality concrete, this was due to differences in the composition and characteristics of the superplasticizer, silica fume, cement, or sika fiber used

GREEN AND SUSTAINABLE TECHNOLOGY IN THE GHANAIAN CONSTRUCTION INDUSTRY Mustapha, Zakari; Akomah, Benjamin Boahene; Thomas, Abilgah; Thwala, Wellington Didi
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 7 No 1 (2024): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v7i1.20204

Green and sustainable technologies pave the way for environmentally friendly and improve the conservation of natural resources. The study examined the application of green and sustainable technology within the school-built environment in Cape Coast Metropolis, Ghana. The qualitative research method was adopted to collect 92 responses from professionals and other stakeholders in the built environment, via a self-administered questionnaire. Data collected was analyzed using both descriptive statistical and relative importance index (RII). Findings show that thermal and photovoltaic solar energy, utilization of construction and demolition waste products were the most common and more familiar green and sustainable technologies in the built environment. The study also revealed the reduction in waste generation, improvement of indoor air quality, and savings of natural resources as positive impacts of applying green and sustainable technologies. Further findings revealed the unavailability of skilled human resources for the installation of the technologies, high research, and development costs, and much time consumption as piercing negative impacts of the green technology application in the built environment. Stakeholders in the built environment should apply and utilize green technologies to reduce the overall usage and consumption of energy and other raw materials to minimize the effects of global warming and improve the quality of air and water, as well as general projects.

SUSTAINABLE CONCRETE PRODUCTION USING WASTE GLASS POWDER AS A PARTIAL REPLACEMENT OF FINE AGGREGATE Zebilila, Mohammed D. H.; Mustapha, Zakari; Kikaa, Mohammed Latif; Adu, Theophilus Frimpong; Osei, Daniel Yaw; Theophilus; Turkson, Moses Freebody
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 7 No 1 (2024): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v7i1.20205

The construction industry, in response to environmental concerns tied to traditional methods, explores alternative materials for concrete. The study aims to investigate the strength of concrete using waste glass powder as a partial substitute for sand. Waste glass powder was varied in concrete by 10%, 20%, and 30% replacement with sand. Silt and sieve analysis tests and compressive and water absorption tests were conducted on the constituents of concrete. Findings show that the water absorption test performed on the sample of 30% replacement of sand with waste glass powder absorbed 5 times less water. Percentage replacement of 20% and 30% have compressive strengths greater than the control samples.

MASS RAPID TRANSIT (MRT) DEMAND AND CAPACITY ASSESSMENT FOR RAIL TRANSPORT IN MALAYSIA Syamsunur, Deprizon; Xiang, Jason Ong Jin; binti Suro, Salihah; Chek, Moon Wei; Retno, Deddy Purnomo; Nelfia, Lisa Oksri; Bt Md Noh, Nur Ilya Farhana; Ng, Jing Lin Ng
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 7 No 1 (2024): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v7i1.20230

Assessing the quality of MRT services unveils a generally satisfactory experience among respondents, with comfort emerging as a particularly noteworthy aspect. Satisfaction levels for MRT service quality range from 3.63 to 4.12, indicating a favorable perception overall. Notably, comfort stands out with the highest satisfaction rating, surpassing the "Satisfied" threshold, while accessibility receives the lowest rating. In essence, the majority of MRT passengers’ express contentment with the service, spanning operation, maintenance, and performance. Additionally, Bukit Bintang station emerges as a focal point during peak hours due to its proximity to diverse amenities. However, the prevalence of respondents underscores the necessity for broader demographic representation in future studies. Anticipated increases in MRT ridership necessitate proactive measures to accommodate the growing demand, with projected passenger numbers expected to rise significantly. Peak demand for the MRT SBK line is estimated at 115,498.543 passengers per day, reflecting a notable escalation of 281.82% across various purposes. Yet, reliance on responses may introduce biases in trip generation models and subsequent travel demand forecasting, emphasizing the importance of diversifying the respondent pool for more accurate predictions. Overall, the evaluation underscores the satisfactory nature of MRT services, particularly in terms of passenger comfort.

RELATIVE IMPORTANCE INDEX OF LEADING INDICATORS FIRE PROTECTION SYSTEMS IN HIGHER EDUCATION BUILDINGS IN KOTA BANDA ACEH Fatima , Rahel; Oktaviani, Cut Zukhrina; Bulba, Alfa Taras
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 7 No 1 (2024): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v7i1.20241

Fire can cause material loss and also cause physical disabilities and even fatalities for building users. Fires that occur as a result of human activity must be overcome by increasing human awareness themselves. However, fires caused by natural factors or errors in the electrical system can be overcome by having a fire prevention system or safety system. The aim of the research is to identify the main indicators of fire protection systems in educational buildings in Banda Aceh City. A closed questionnaire and Likert scale survey of respondents using educational buildings was conducted to collect data. Next, the data is processed using the frequency index analysis method and the Relative Importance Index (RII). The results of the frequency index analysis provide an overview of the percentage level of occurrence of the fire protection system variable, namely the acid detector, at 91.294%. Based on the results of the RII analysis, five main indicators were found that influence the safety system, namely light fire extinguishers (0.929), smoke detectors (0.913), water transmitters (0.911), standpipes (0.894), and fire hydrant systems (0.892). Meanwhile, the main variable for the fire protection system is the active protection system with a RII value of 0.889.

IMPLEMENTASI PRINSIP PARETO PADA PEKERJAAN PERBAIKAN DI PROYEK PERUMAHAN: STUDI KASUS: PROYEK PERUMAHAN DI KOTA TANGERANG SELATAN Irfanto, Ryobi; Charolin, Eva
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 7 No 1 (2024): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v7i1.20264

Rework in construction refers to the activity of repairing or redoing work that does not meet quality standards, causing delays and increased costs. The aim of this research is to identify the causes of rework in building structures, with a case study of four types of houses in one of the housing complexes in South Tangerang City. This research focuses on the use of quality improvement tools such as Pareto Charts. Pareto diagrams, based on the Pareto principle which states that most consequences come from a small number of causes, are used to identify and prioritize the causes of rework. The types of work that most frequently result in rework will be monitored more closely to minimize future errors. Data collection through field observations by calculating the frequency of repair work. The results of the analysis show that most rework is caused by some type of repeated error. The implementation of Pareto resulted in 75% of rework resulting from 50% of the causes. There were 5 causes of rework occurring which were analyzed, namely inappropriate dimensions, elevation differences, slanted formwork, ends of reinforcement that were not connected, and reinforcement that needed cleaning. This implementation helps in solving these 5 problems and provides lessons for other similar projects

PENERAPAN KONSEP ZERO DELTA RUNOFF DENGAN TEKNOLOGI EKODRAINASE PADA ARIA REMPOA TOWNHOUSE, TANGERANG SELATAN Andajani, Sih; Haryadi, Tania Diva; Hidayat, Dina P.A; Sejati, Wahyu; Kurniyaningrum, Endah
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 7 No 1 (2024): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v7i1.20299

The increasing need for basic urban facilities and infrastructure, such as housing, can result in a reduction in green open land which can reduce the ability of water to infiltrate into the ground and increase surface runoff. Aria Rempoa Townhouse, a housing complex that is still in the development process, may have problems like these. Therefore, it is necessary to implement the zero delta runoff concept with ecodrainage technology such as retention pond and infiltration well. Research was carried out on the design flood at the outlet before the townhouse is built and after the townhouse is built if the zero delta runoff concept is applied with retention pond and infiltration wells. There are 3 scenarios, scenario 0 before the townhouse is built, scenario 1 after it is built without ecodrainage technology, scenario 2 after it is built with a retention pond, and scenario 3 after it is built with infiltration wells. The research results show that scenario 2 fulfills the concept of zero delta runoff with a pool area of 42 m2 with a depth 3.5 m and 2 outlet pipes with diameter 10 inches without doors discharge the design flood at the outlet of 0,281 m3/sec which is smaller than design flood at the outlet before the townhouse is built of 0.288 m3/second.

BULANGO ULU RESERVOIR OPERATIONAL PATTERN MODEL Nani, Elma; Nani, Elma Tiani; Labdul, Barry Yusuf; Husnan, Rawiyah
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 7 No 2 (2024): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/cesd.v7i2.21525

The Bulango Ulu Reservoir is located in Gorontalo Province, the construction of the Bulango Ulu Reservoir is to meet the needs of raw water, irrigation water, and hydropower, to ensure whether the need and availability of water in the rainy and dry seasons can meet the initial planning goals. In this study, the method used is to simulate the operation pattern of the reservoir with variations in the wet season with the probability of discharge (66.67%), the normal season with the probability of discharge (50%), and the dry season with the probability of discharge (33.33%) so as to determine the availability of the Bulango Ulu Reservoir during the rainy season and dry season whether the needs can be met. The results obtained can be used as input for the regulation of the Bulango Ulu Reservoir operation pattern.

PEMANFAATAN SERBUK CANGKANG KERANG SIMPINGSEBAGAI SUBSITUSI PASIR Aziz, Muhamad Rifqi; Aziz, Rifqi; Abdilla, Raihan; Rickianto, Rio; Yoladissa, Naviera; Herlina, Liana; Mahendra, Andhika
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 7 No 2 (2024): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)
Publisher : Universitas Trisakti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25105/10.25105/cesd.v7i2.21644

The increase in the demand for concrete materials has triggered the mining of stone, which is a constituent material of concrete as sand, resulting in a decrease in the amount of natural resources available for concrete construction purposes. The composition of concrete consists of fine aggregate, coarse aggregate, cement, water, and additives. The use of scallop shell powder as a sand substitute encourages the utilization of local materials, and shows concern for the environment. This study aims to determine the comparison of the compressive strength value of normal concrete with the compressive strength value of concrete using scallop shell powder by 2.5%, 5%, 7.5% and 10% of the number of test specimens as many as 20 samples.The method used in this research uses experimental methods in the laboratory. The specimens used werecylinders with a diameter of 15 cm and a height of 30 cm. The planned concrete quality is f'c = 30 Mpa.The compressive strength of normal concrete is 16.7 MPa at the age of 28 days and the compressivestrength of shell concrete with a composition of 2.5%, 5%, 7.5%, and 10 produces a compressive strengthof 11.6 MPa; 14.7 MPa; 13.72 MPa, and 12.45 MPa at the age of 28 days. The results of the study indicate that the lower the proportion of shell powder, the higher the compressive strength value, but it cannot exceed the compressive strength value of normal concrete.

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Contact Name
Lisa Oksri Nelfia

Contact Email
lisa@trisakti.ac.id

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+6221-5663232

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cesd@trisakti.ac.id

Editorial Address
Kampus A, Gedung C, Universitas Trisakti, Jalan Kyai Tapa No. 1 Jakarta Barat

Location
Kota adm. jakarta barat,

Dki jakarta

INDONESIA