BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil
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
Articles
12 Documents
Search results for
, issue
"Vol 9 No 1 (2021): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil"
:
12 Documents
clear
<![CDATA[Evaluasi Level Kinerja Bangunan Gedung Kayu Bertingkat Rendah Akibat Beban Gelombang ]]>
<![CDATA[Pranata, Yosafat Aji]]>;
<![CDATA[Suroso, Fadlillah Ariani]]>;
<![CDATA[Herbudiman, Bernardinus]]>
<![CDATA[ BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 9 No 1 (2021): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil ]]>
Publisher : <![CDATA[Universitas Islam 45 ]]>
Show Abstract
|
Download Original
|
Original Source
|
Check in Google Scholar
|
DOI: 10.33558/bentang.v9i1.2197
<![CDATA[Several coastal areas in Indonesia are at risk of moderate to high tsunami disasters, this is related to the condition that Indonesia is located in an earthquake high risk area. At this time there are many buildings located on the coast with a low-rise stilt house system with the main structural system, namely beams and columns using timber materials. The building structure design includes the performance evaluation process, namely strength, stiffness and structural stability. The purpose of this research is to study the evaluation behavior of performance levels, especially the strength and stiffness of low-rise timber buildings, namely the level of structural performance due to gravity and lateral loads, namely sea waves. The research scope is a three-story building with a beam and column frame structure system. Columns are circular and beams have a square cross section. The loads taken into account are gravity and lateral. The strengths discussed are the bending capacity of the beam and the compressive capacity of the column. In order to obtain building behavior that is closer to real conditions, especially in beam-column joints, secondary data is used, namely empirical data on the envelope load-deformation curve of the beam-column joint test results in the laboratory (modeled as link property). Evaluation of structural performance begins with structural analysis using SAP2000 software, to obtain internal forces and building drift. The results show that the use of link properties in beam-column joint joints in the timber building structures shows greater deformation results compared to rigid joint models, this indicates that modeling the structure with beam-column joint joints modeled as link property has an impact on building stiffness. Lower and represents the condition of a timber building with beam-column joint characteristics closer to the actual condition. The existence of a hole size in the column (to insert the beam) which is larger than the cross-sectional size of the beam results in the rotation of the joint not being zero and a slip occurs when the joint works to transmit internal forces.]]>
<![CDATA[Perkuatan Oprit Jembatan Kali Jubang Jalan Tol Pejangan - Brebes Timur menggunakan Geotekstil ]]>
<![CDATA[Fitri, Siti Nurlita]]>
<![CDATA[ BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 9 No 1 (2021): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil ]]>
Publisher : <![CDATA[Universitas Islam 45 ]]>
Show Abstract
|
Download Original
|
Original Source
|
Check in Google Scholar
|
DOI: 10.33558/bentang.v9i1.2255
<![CDATA[The Kali Jubang Bridge, located on the Pejagan Toll Road, West Brebes, Indonesia, has oprit-embankment elevation of 7m. The soil structure in the area around Kali Jubang is the soft-brownish clay. Soft clay has a low bearing capacity and high compressibility. Therefore, these issues caused the occurrence of landslides, broken bridge plates, and different surface level which causes bumpy pavement and danger to road users. Hence, it is necessary to reinforce the oprit of the Kali Jubang. The design of geotexstile was conducted to improve the bearing capacity by using a geotextile with tensile strength (Tult) of 150 kN/m2. Results found that the initial embankment (Hinitial) was 8.9 m to anticipate the 1.9 m consolidation decrease . The geotextile was designed with 35 layers using a layer thickness of 0.25m, a top fold length of 1m, and an appropriate length for the width of the embankment for each layer.]]>
<![CDATA[Analisis Metode Ekskavasi Terowongan Pengelak Bendungan Bener Berdasarkan Data Geologi Teknik ]]>
<![CDATA[Sasangka, Daru Jaka]]>
<![CDATA[ BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 9 No 1 (2021): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil ]]>
Publisher : <![CDATA[Universitas Islam 45 ]]>
Show Abstract
|
Download Original
|
Original Source
|
Check in Google Scholar
|
DOI: 10.33558/bentang.v9i1.2278
<![CDATA[The Bener Dam Plan, located in Bener District, Purworejo Regency, Indonesia, has a diversion tunnel. Determination of the appropriate excavation method is very important and necessary to maintain effectiveness and efficiency in the process of implementing the circumvention tunnel construction. The determination of the excavation method is also important for the implementation costs calculation. This research aims to support the planning of determining the appropriate excavation method of the Bener Dam Diversion Tunnel as well as what activities are needed to see the geological conditions of rock in the tunnel both above and below the surface for analysis to determine the excavation. The excavation method was determined by empirical method based on the input parameters of rock conditions, i.e. rock quality, density of discontinuity plane in the rock, and rocks compressive strength. The condition of the tunnel alignment is dominated by good quality andesite breccias (good rock). The empirical analysis of the excavation method shows that the Bener Dam Diversion Tunnel mostly requires a very hard type of blasting (blasting). Another type, i.e. the ripping excavation, is also required.]]>
<![CDATA[Potensi Retribusi Parkir Kawasan Plaza Pangkalpinang – Bangka Trade Center terhadap Pendapatan Asli Daerah Kota Pangkalpinang ]]>
<![CDATA[Safitri, Revy]]>;
<![CDATA[Yofianti, Desy]]>
<![CDATA[ BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 9 No 1 (2021): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil ]]>
Publisher : <![CDATA[Universitas Islam 45 ]]>
Show Abstract
|
Download Original
|
Original Source
|
Check in Google Scholar
|
DOI: 10.33558/bentang.v9i1.2288
<![CDATA[The use of roadsides as parking spaces in the Pangkalpinang Plaza - Bangka Trade Center Area, if managed optimally, can be a source of Regional Original Income for Pangkalpinang City. The determination of this area as one of the on-street parking zones has the potential to be a significant contributor to parking fees revenue in Pangkalpinang City. Therefore, a study is needed to know the potential for parking fees in the Pangkalpinang Plaza - Bangka Trade Center Area to the Original Regional Income of Pangkalpinang City. The potential for parking fees revenue in Pangkalpinang City is analyzed based on three types of tariff conditions, consist of official tariffs, current tariffs, and adjustment tariffs. The results of the analysis of the potential parking fees for on-street parking in the Pangkalpinang Plaza - Bangka Trade Center Area shows that on-street parking fees revenue in this area has greats potential for the Original Regional Income of Pangkalpinang City. However, the management of the retribution receipt has not been carried out optimally, so that the revenue from this source is still low. Besides, coordination and transparency in managing parking fees also need to be improved. Furthermore, this research is expected to be used as a consideration for the government in making parking policies to optimize the receipt of parking fees in this area.]]>
<![CDATA[PENILAIAN KONDISI DAN PREDIKSI UMUR SISA BERDASARKAN BRIDGE MANAGEMENT SYSTEM 1993 (STUDI KASUS JEMBATAN ATINGGOLA, PROVINSI GORONTALO) ]]>
<![CDATA[Khairinnisa Rustawa, Nita Widia]]>;
<![CDATA[-, Sumargo]]>
<![CDATA[ BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 9 No 1 (2021): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil ]]>
Publisher : <![CDATA[Universitas Islam 45 ]]>
Show Abstract
|
Download Original
|
Original Source
|
Check in Google Scholar
|
DOI: 10.33558/bentang.v9i1.2388
<![CDATA[Bridge inspection is the process of collecting physical data to ensure that the bridge is safe and thus securing the investment value of the bridge. Inspection results are used for planning the program of maintenance, rehabilitation, strengthening, and replacement of bridges. In this study, the assessment of the Atinggola bridge condition, located in Gorontalo Province, Indonesia, uses the reference standard from the Bridge Management System 1993, including the bridge top structure, the bridge bottom structure, complementary structures, and the river basin around the bridge. Previous bridge condition data which are based on the inspection result in 2017 are used as a comparison for the future. Condition values are used to predict the remaining life of a bridge using an equation developed by Bina Marga. Overall result shows the value of the bridge condition is 2 with the predicted remaining life of the bridge is 18.88 years. These results indicate that the bridge suffered minor damage and need routine maintenance. Therefore, the bridge is able to perform optimally until the end of the planned life.]]>
<![CDATA[Performa Struktur Kolom Pasca Perkuatan Dengan Metode Concrete Jacketing Bertulangan Bambu ]]>
<![CDATA[Sunarwadi, Hadi Surya Wibawanto]]>
<![CDATA[ BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 9 No 1 (2021): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil ]]>
Publisher : <![CDATA[Universitas Islam 45 ]]>
Show Abstract
|
Download Original
|
Original Source
|
Check in Google Scholar
|
DOI: 10.33558/bentang.v9i1.2390
<![CDATA[Columns are the most important element in a structure. Indonesian concrete regulations SNI 2847-2013 states that columns are elements that receive a minimum axial and bending loads of 0.1 Pu. Column damage can occur due to overloading damage, poor detailing in design, poor construction, etc. However, the most frequent damage is post-earthquake damage. The easiest reinforcement is the concrete jacketing method. The reinforcement material used in this research is bamboo. The test was done using the Quasi Static Loading Test method with lateral loads according to the displacement control and constant axial load. The results showed that the reinforcement by concrete jacketing from the initial dimensions of 15x15x90 cm to 21x21x90 cm showed the increase of lateral capacity, ductility, stiffness, and energy dissipation. In addition, it can be seen that the effect of reinforcement on both damaged and undamaged columns is less significant, which means that reinforcement can restore the initial capacity of existing test specimens to exceed 100%.]]>
<![CDATA[Evaluasi Level Kinerja Bangunan Gedung Kayu Bertingkat Rendah Akibat Beban Gelombang ]]>
<![CDATA[Yosafat Aji Pranata]]>;
<![CDATA[Fadlillah Ariani Suroso]]>;
<![CDATA[Bernardinus Herbudiman]]>
<![CDATA[ Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 9 No 1 (2021): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (Januari 2021) ]]>
Publisher : <![CDATA[Universitas Islam 45 ]]>
Show Abstract
|
Download Original
|
Original Source
|
Check in Google Scholar
|
DOI: 10.33558/bentang.v9i1.2197
<![CDATA[Several coastal areas in Indonesia are at risk of moderate to high tsunami disasters, this is related to the condition that Indonesia is located in an earthquake high risk area. At this time there are many buildings located on the coast with a low-rise stilt house system with the main structural system, namely beams and columns using timber materials. The building structure design includes the performance evaluation process, namely strength, stiffness and structural stability. The purpose of this research is to study the evaluation behavior of performance levels, especially the strength and stiffness of low-rise timber buildings, namely the level of structural performance due to gravity and lateral loads, namely sea waves. The research scope is a three-story building with a beam and column frame structure system. Columns are circular and beams have a square cross section. The loads taken into account are gravity and lateral. The strengths discussed are the bending capacity of the beam and the compressive capacity of the column. In order to obtain building behavior that is closer to real conditions, especially in beam-column joints, secondary data is used, namely empirical data on the envelope load-deformation curve of the beam-column joint test results in the laboratory (modeled as link property). Evaluation of structural performance begins with structural analysis using SAP2000 software, to obtain internal forces and building drift. The results show that the use of link properties in beam-column joint joints in the timber building structures shows greater deformation results compared to rigid joint models, this indicates that modeling the structure with beam-column joint joints modeled as link property has an impact on building stiffness. Lower and represents the condition of a timber building with beam-column joint characteristics closer to the actual condition. The existence of a hole size in the column (to insert the beam) which is larger than the cross-sectional size of the beam results in the rotation of the joint not being zero and a slip occurs when the joint works to transmit internal forces.]]>
<![CDATA[Perkuatan Oprit Jembatan Kali Jubang Jalan Tol Pejangan - Brebes Timur menggunakan Geotekstil ]]>
<![CDATA[Siti Nurlita Fitri]]>
<![CDATA[ Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 9 No 1 (2021): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (Januari 2021) ]]>
Publisher : <![CDATA[Universitas Islam 45 ]]>
Show Abstract
|
Download Original
|
Original Source
|
Check in Google Scholar
|
DOI: 10.33558/bentang.v9i1.2255
<![CDATA[The Kali Jubang Bridge, located on the Pejagan Toll Road, West Brebes, Indonesia, has oprit-embankment elevation of 7m. The soil structure in the area around Kali Jubang is the soft-brownish clay. Soft clay has a low bearing capacity and high compressibility. Therefore, these issues caused the occurrence of landslides, broken bridge plates, and different surface level which causes bumpy pavement and danger to road users. Hence, it is necessary to reinforce the oprit of the Kali Jubang. The design of geotexstile was conducted to improve the bearing capacity by using a geotextile with tensile strength (Tult) of 150 kN/m2. Results found that the initial embankment (Hinitial) was 8.9 m to anticipate the 1.9 m consolidation decrease . The geotextile was designed with 35 layers using a layer thickness of 0.25m, a top fold length of 1m, and an appropriate length for the width of the embankment for each layer.]]>
<![CDATA[Analisis Metode Ekskavasi Terowongan Pengelak Bendungan Bener Berdasarkan Data Geologi Teknik ]]>
<![CDATA[Daru Jaka Sasangka]]>
<![CDATA[ Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 9 No 1 (2021): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (Januari 2021) ]]>
Publisher : <![CDATA[Universitas Islam 45 ]]>
Show Abstract
|
Download Original
|
Original Source
|
Check in Google Scholar
|
DOI: 10.33558/bentang.v9i1.2278
<![CDATA[The Bener Dam Plan, located in Bener District, Purworejo Regency, Indonesia, has a diversion tunnel. Determination of the appropriate excavation method is very important and necessary to maintain effectiveness and efficiency in the process of implementing the circumvention tunnel construction. The determination of the excavation method is also important for the implementation costs calculation. This research aims to support the planning of determining the appropriate excavation method of the Bener Dam Diversion Tunnel as well as what activities are needed to see the geological conditions of rock in the tunnel both above and below the surface for analysis to determine the excavation. The excavation method was determined by empirical method based on the input parameters of rock conditions, i.e. rock quality, density of discontinuity plane in the rock, and rocks compressive strength. The condition of the tunnel alignment is dominated by good quality andesite breccias (good rock). The empirical analysis of the excavation method shows that the Bener Dam Diversion Tunnel mostly requires a very hard type of blasting (blasting). Another type, i.e. the ripping excavation, is also required.]]>
<![CDATA[Potensi Retribusi Parkir Kawasan Plaza Pangkalpinang – Bangka Trade Center terhadap Pendapatan Asli Daerah Kota Pangkalpinang ]]>
<![CDATA[Revy Safitri]]>;
<![CDATA[Desy Yofianti]]>
<![CDATA[ Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 9 No 1 (2021): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil (Januari 2021) ]]>
Publisher : <![CDATA[Universitas Islam 45 ]]>
Show Abstract
|
Download Original
|
Original Source
|
Check in Google Scholar
|
DOI: 10.33558/bentang.v9i1.2288
<![CDATA[The use of roadsides as parking spaces in the Pangkalpinang Plaza - Bangka Trade Center Area, if managed optimally, can be a source of Regional Original Income for Pangkalpinang City. The determination of this area as one of the on-street parking zones has the potential to be a significant contributor to parking fees revenue in Pangkalpinang City. Therefore, a study is needed to know the potential for parking fees in the Pangkalpinang Plaza - Bangka Trade Center Area to the Original Regional Income of Pangkalpinang City. The potential for parking fees revenue in Pangkalpinang City is analyzed based on three types of tariff conditions, consist of official tariffs, current tariffs, and adjustment tariffs. The results of the analysis of the potential parking fees for on-street parking in the Pangkalpinang Plaza - Bangka Trade Center Area shows that on-street parking fees revenue in this area has greats potential for the Original Regional Income of Pangkalpinang City. However, the management of the retribution receipt has not been carried out optimally, so that the revenue from this source is still low. Besides, coordination and transparency in managing parking fees also need to be improved. Furthermore, this research is expected to be used as a consideration for the government in making parking policies to optimize the receipt of parking fees in this area.]]>
