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Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa
Published by Universitas Warmadewa
ISSN : 23032693     EISSN : 25812939     DOI : https://doi.org/10.22225/pd.6.2.482.108-122
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Environmental Science
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa, 2303-2693 (Print ISSN), 2581-2939 (Electronic ISSN) is a journal of civil engineering provides a forum for publishing research articles or review articles which published by Warmadewa University Press jointly with Progam Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa. This journal is also dedicated to provide an intellectual space of scholarly discussion how journal of civil engineering able to create the new global formation of civil engineering and similar issues. This journal has been distributed by Progam Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa started from Volume 1 Number 1 Year 2012 for Print and Oline from Volume 3 Number 1 Year 2014 to present. This journal encompasses original research articles, review articles, and short communications, including: Civil Engineering; Water Resources; Construction Management; Transportation; Structure; Geotechnics; Environment; Others Engineering
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 257 Documents
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ANALISIS BIAYA SIKLUS HIDUP GEDUNG KOMITE OLAHRAGA NASIONAL INDONESIA (KONI) KABUPATEN TAPIN Hendra Cahyadi; Abdurrahman; Sapto Priyo Atmojo
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 1 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.11.1.3974.24-32

Abstract

The Indonesian National Sports Committee Building or the abbreviation KONI Tapin Regency has been established since 2012 and has been operating for almost 10 years. So that the function of the building does not decrease during the design life, routine maintenance is needed. However, the maintenance carried out on the building so far has only been carried out if there is damage or as needed. Therefore, it is necessary to study life cycle costs at KONI Tapin Regency to analyze operating costs throughout the life of the plan. The purpose of this study was to determine the life cycle costs of the Tapin Regency Indonesian National Sports Committee (KONI) Building for 2021-2035 and to determine the largest maintenance costs during the life cycle of the Tapin Regency Indonesian National Sports Committee (KONI) Building for 2021-2035. The research method used is the life cycle cost analysis method which is equipped with interviews with building managers and field identification. The research results obtained are, the total maintenance costs for the years 2021 to 2035 with an inflation rate of 4.50% is IDR. 1,939,225,599. For maintenance costs per year of IDR. 129,281,707 for 15 years. The biggest maintenance cost during the life cycle of the Tapin Regency Indonesian National Sports Committee (KONI) Building for 2021-2035 is the electrical component of IDR. 51,329,237 per year or 39.703%. While the smallest maintenance costs are mechanical components of IDR. 3,257,850 per year or 2.520% of the total maintenance cost.
KARAKTERISTIK BAMBU ORI BANYUWANGI LAMINASI SUSUNAN LURUS BERDASARKAN KUAT TEKAN, KUAT TARIK DAN KUAT LENTUR Mirza Ghulam Rifqi; M. Shofi'ul Amin; Riza Rahimi Bachtiar; Dadang Dwi Pranowo; Hakim Sobirin
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 1 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.11.1.4081.6-14

Abstract

The need for wood is increasing, it will be large-scale exploitation that destroys forest ecosystems. The use of wood materials must be reduced by replacing them with other materials so that the forest ecosystem is maintained. A suitable material to replace wood as a construction material is bamboo. Laminated bamboo is structural engineering to improve the mechanical properties of bamboo. The manufacture of laminated bamboo by gluing bamboo slats using a felt system to become blocks. In this study, using original bamboo with PVAC (Polyvinyl Acetate) adhesive. This study aims to determine the characteristics of laminated straight bamboo based on compressive strength, bending, and tensile strength. The manufacture and testing of laminated bamboo refer to SNI-03-3958-1995, SNI-03-3399-1994, SNI 03-3959-1995 and ISO 22157; 2019. The results showed that the characteristics of laminated bamboo without preservation and preservation with dimensions of 50 mm × 50 mm × 200 mm had an average compressive strength of 44.86 MPa and 40.96 MPa. While the bending value of laminated bamboo without preservation and preservation of dimensions 50 mm × 50 mm × 760 mm has an average value of bending of 85.45 MPa and 80.41 MPa. The tensile strength value of laminated bamboo without curing and preserving dimensions of 25 mm × 25 mm × 460 mm has an average of 519.95 MPa and 457.02 MPa. Based on the wood grade approach, laminated bamboo belongs to class II and belongs to the E25 quality code.
KARAKTERISTIK BAMBU ORI BANYUWANGI LAMINASI SUSUNAN BRICK DITINJAU DARI KEKUATAN TEKAN, TARIK, DAN LENTUR Mirza Ghulam Rifqi; M. Shofi'ul Amin; Riza Rahimi Bachtiar; Dadang Dwi Pranowo; Habib Marjun Syafa'at
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 1 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.11.1.4082.40-48

Abstract

Material engineering innovations are carried out to overcome problems. One of the problems is the use of wood material which in the harvest process takes a long time. Bamboo has a faster harvest time than wood with a harvest age of 3-5 years. However, bamboo is rarely used as a building material rather than wood because it has a hollow cylindrical dimension. Laminate Bamboo Technology makes bamboo dimensions like wood. Laminated bamboo is arranged into bricks using polyvinyl acetate (PVAC) adhesive with a blade thickness of seven mm. The bamboo lamination testing method refers to SNI-03-3958-1995, SNI-03-3399-1994, SNI 03-3959-1995, and SNI 03-3960-1995. Testing using Universal Testing Machine (UTM). The characteristics of the laminated Banyuwangi Ori bamboo with the brick arrangement in the wood classification include strong class II and quality code E25. The characteristics of Laminated Ori Bamboo are influenced by the character of the bamboo and the character of the glue.
ANALISIS KARAKTERISTIK DAN KEBUTUHAN PARKIR DI UNIVERSITAS PENDIDIKAN NASIONAL Dewa Ayu Putu Adhiya Garini Putri; Putu Budiarnaya
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 1 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.11.1.4102.33-39

Abstract

The improvement of educational activities and facilities within a university makes the campus one of the potential areas that cause travel generation, which occurs at the National Education University. Parking irregularity is one of the problems during peak hours. This problem happens because there is no clear area, so vehicle owners can park their vehicles. In addition, there are no regulations stipulated in the arrangement of parking in the National Education Environment. Therefore it is necessary to research parking needs to be known at the Undiknas Campus, and spatial planning becomes more optimal. The study was conducted by cordon survey method, so the dimensions of the land available at the location and the number of vehicles entering and leaving the survey period can be accessed. Based on the analysis, the index parking of 2 wheelers (motorcycle) is 3.56 and 6.82 for 4 wheelers (car). This illustrates the parking space has exceeded its capacity. Parking shortage for 2 wheelers has amounted to 56.73% and 97.83% for 4-wheel vehicles. In 2030, the demand for parking space for two-wheeled vehicles is 3030 SRP with a standard plot plan of 0.75 x 2 m. As for the 4-wheeled vehicles, as many as 3463 parking space units with a standard plot plan is 3 x 5 m.
ANALISIS PEMILIHAN LOKASI TEMPAT PEMROSESAN AKHIR SAMPAH BERBASIS SISTEM INFORMASI GEOGRAFIS (SIG) DI KABUPATEN MINAHASA TENGGARA Merry N. M. Kosakoy; Steenie E. Wallah; Herawaty Riogilang
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 1 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.11.1.4194.57-72

Abstract

Southeast Minahasa Regency experiences an increase in population every year. This increase resulted in an increase in the volume and type of waste. The Final Processing Site (FPS) is the final stage of waste processing. Waste from collection or transportation and the rest of the results from recycling processing in an area or city is accommodated for management. For this reason, FPS must be prepared correctly and follow applicable standards so as not to pollute the surrounding environment and harm the community. The purposes of this study are 1) to determine the stages of selecting a landfill site according to applicable standards using a Geographic Information System (GIS); 2) to find out where the alternative location for the final waste processing site (FPS) is in Kab. Southeast Minahasa. The method used is descriptive quantitative. Based on the results of the research, the stages of choosing the FPS location based on SNI 03-3241-1994 and the Regulation of the Minister of Public Works of the Republic of Indonesia Number 03/PRT/M/2013 there are three stages, namely the Regional Stage, the Provisioning Stage, and the Determination Stage. The three stages were analyzed using GIS with Buffering and Overlay methods with a Binary quantitative approach. The location that became an alternative to FPS with the highest score of 311 was in Pusomaen District. The location is quite far from the existing FPS location; hence the selected FPS alternative can be input for the government for spatial planning in the Southeast Minahasa Regency area.
STUDI ANALITIKAL PERILAKU DAN KINERJA STRUKTUR RANGKA DINDING PENGISI DENGAN BUKAAN SENTRIS I Putu Agus Putra Wirawan; I Ketut Diartama Kubon Tubuh; I Gede Gegiranang Wiryadi
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 1 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.11.1.4256.49-56

Abstract

This study aims to compare the open frame structure (OF) with the centric perforated infill wall frame structure (IF) with reinforcement around the opening. Validation of the model on the results of laboratory tests was carried out. Next, a simple frame model is made to make an equation for the width of the diagonal strat. Single-stage IF is also made with an aperture ratio of 10% to 60% at 10% intervals and diagonal strat angles of 33°, 39°, 45°, 51°. The infill wall is made by modeling the diagonal strat and shell elements. After obtaining the strat width formula, it continues with applying the formula in modeling a three-story frame structure with varying diagonal strat angles. The results obtained are IF modeling with shell and strat diagonal elements that can follow the results of laboratory tests. From the analysis of the width of the diagonal strat, the formula Wco = (d/4tanØ)·Cc, where d is the length of the diagonal; Cc is the coefficient of stiffness of the wall (Cc = 1.2022r2-2.0953r + 1.045); r is the opening wall ratio; Ø is a diagonal angle. The application of the strat width formula shows the behavior of the strat model coincides with the shell element model. The strength of the structure increases 57%-86% after the addition of walls. The difference in drift ratio shows that the diagonal strat angle is inversely proportional to the strength of the structure that occurs.
PENGARUH ACTIVITY SUPPORT TERHADAP AKTIVITAS RUANG PUBLIK PADA MALAM HARI DI KORIDOR JALAN GAJAH MADA AMLAPURA I Dewa Gede Wirasa
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 1 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.11.1.4349.82-93

Abstract

Activity support is a function and support activity that can strengthen public spaces in a city. The road corridor as a public open space is a place to accommodate these activities and functions. The phenomenon that occurs in the Jalan Gajah Mada-Amlapura corridor is that public activities at night are quiet and limited. This condition shows that the city design elements have not yet functioned optimally, one of which is activity support which should be able to strengthen public spaces in the form of roads. As a result, the city seems to have lost its character and identity, so efforts and strategies are needed to restore it. The importance of fostering public activity at night has economic benefits for society and the government in addition to social and cultural benefits. The purpose of this research is to analyze the factors causing the current limited activity support and its effect on public space activities at night in the corridor of Jalan Gajah Mada Amlapura. The hope is to support the formation of a more vibrant and dynamic city character. The research method used is a qualitative method with a case study approach. Data collection techniques were carried out through direct observation and study of related documents. Primary data was obtained through field observations, secondary data was obtained from articles and journals and literature books. Data analysis is carried out by organizing, selecting and describing data, synthesizing, and drawing conclusions. Furthermore, the data is presented in the form of tables, pictures and narrative descriptions. The results of the study show that the causes of the limited activity support are the shape and location of the area, area characteristics, parking elements, diversity of activities, and the presence of pedestrian areas. This condition affects the lack of public activity in the corridor of Jalan Gajah Mada Amlapura so that it has not been able to support the formation of the character of the city.
IDENTIFIKASI JENIS BAHAYA DAN PARAMETER PENILAIAN BAHAYA PADA PEKERJAAN KONSTRUKSI Seng Hansen
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 1 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.11.1.4356.94-102

Abstract

This study aims to identify hazards and hazard assessment parameters in construction works through scientometric and integrative literature review analysis towards relevant academic literature. Scientometric analysis was adopted using Open Knowledge Maps application and followed by a qualitative analysis that produced new perspectives regarding hazard potentials and hazard assessment parameters in construction works. This study has successfully identified 40 construction hazards which grouped into six types, i.e. physical hazards, biological hazards, chemical hazards, technological hazards, psychosocial hazards, and combination. Furthermore, this study has also identified four assessment parameters, namely severity, probability, frequency, and exposure. The contribution of this study lies in its in-depth understanding on the identification of construction hazards and hazard assessment parameters through a comprehensive literature review. The findings are useful for practitioners to advance their safety management quality, as well as for academics to conduct further research on construction hazards, assessment and mitigations.
PENGARUH STRES TENAGA KERJA TERHADAP KECELAKAAN KERJA PADA PELAKSANAAN PROYEK KONSTRUKSI DI SURABAYA YANG DIMODERASI USIA, PENDIDIKAN DAN PENGALAMAN KERJA Muhammad Affandi Maulana; Feri Harianto; Fahmi Firdaus Alrizal; Diah Listyaningsih
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 1 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.11.1.4462.122-126

Abstract

The time constraint on implementing construction projects results in work stress on the workforce. Several factors that influence work stress in the force include age, education level, and work experience. Each crew has different levels of stress and trigger factors, from the level of stress experienced by workers from the lowest to the highest. For this reason, the project manager needs to manage stress in the workforce so that work accidents can be reduced. This study aims to determine the effect of work stress on work accidents based on the moderation of age, education level, and work experience. The research method uses a survey method with the measuring instrument. The sampling method used is accidental sampling, with the respondents being foremen, handymen, and workers. Respondents in the study amounted to 50 people. The analysis used is a linear regression with moderation. Based on the research analysis, the result is that work stress has a significant effect on work accidents (sig. < 0.05). At the same time, the moderating variables of age and education level did not significantly affect work accidents (sig. > 0.05). Increasing age and the higher education level of the workforce do not increase work accidents that occur. These two variables do not function as moderator variables but as independent variables. The moderating variable of work experience significantly affects work accidents (sig. < 0.05). The increase in the work experience of the workforce reduces work accidents. The work experience variable also functions as a pure moderator variable.
ANALISIS KEBUTUHAN DAN KETERSEDIAAN AIR BERSIH DI WILAYAH PELAYANAN INSTALASI PENGOLAHAN AIR GUNUNG TUGEL PDAM TIRTA SATRIA BANYUMAS Verrdy Chrisna Primandani; Novi Andhi Setyo Purwono; Atiyah Barkah
PADURAKSA: Jurnal Teknik Sipil Universitas Warmadewa Vol. 11 No. 1 (2022)
Publisher : Program Studi Teknik Sipil, Fakultas Teknik dan Perencanaan, Universitas Warmadewa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22225/pd.11.1.4469.112-121

Abstract

Clean water is a vital thing that is needed by humans for their survival. Clean water is used by humans for various activities such as bathing, washing, cooking, and other needs. The increasing number of residents in the South Purwokerto SPAM area certainly makes the need for clean water also increase. Due to the increasing demand for water which is not matched by additional water sources, people often complain about water with a small discharge or even not flowing at all. This research was conducted to find out how much clean water is needed, and to find out how much clean water is available at the South Purwokerto SPAM. In this study, an analysis of the need and availability of clean water is carried out for the next 25 years or until 2045, with several methods that will be used, namely the Geometric, Arithmetic, and Linear Regression Methods. Based on the results of the analysis, it is known that the need for clean water in the South Purwokerto SPAM area in 2045 is 351.69 liters/second, the maximum daily requirement is 422.03 liters/second, and the water demand at peak hours is 562.70 liters/second. The availability of existing water does not increase every year, the available water debit is 130 liters/second and has not been able to meet the clean water needs of the community in the South Purwokerto SPAM Region.

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