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Yusra Aulia Sari
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Journal of Civil Engineering and Planning (JCEP)
Published by Universitas Internasional Batam
ISSN : -     EISSN : 27466299     DOI : http://dx.doi.org/10.37253/jcep.v1i2.725
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Engineering Transportation
JCEP is an article about research activities with the theme of study of Civil Engineering. Published articles are findings or reflections from research activities that are disseminated for practice by relevant stakeholders. Dissemination in articles published by JCEP is not limited to ideas, methods and material objects, but also includes elements of capacity building for stakeholders in identifying and solving various problems to develop Civil Engineering. JCEP covers topics related to science, analysis, development, intervention, modeling and design of communities, cities and regions including: 1. Structure 2. Geotechnical 3. Transportation 4. Water Resources 5. Construction Management. 6. Environmental 7. Urban Planning 8. Material
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 216 Documents
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Analytical Network Process (ANP) Model in Priority Scale Determination for the Bike-Sharing System Development Strategy (Jogjabike) Noor Fatmawanti Ahmad; Dewanti Dewanti; Sigit Priyanto
Journal of Civil Engineering and Planning (JCEP) Vol 3 No 2 (2022)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v3i2.6358

Abstract

With the restrictions on the activities and travelling, many business and service sectors have been affected by the COVID-19 pandemic, one of those is transportation. This is certainly has an impact on the use of bike-sharing (JogjaBike), that is a transportation service supporting tourism. Thus, the initiation of active transport development has emerged as a response to COVID-19, therefore this research was carried out in developing a bike-sharing development strategy to support active transport in Yogyakarta. The data were collected through interviews with 9 informants with the analytical method using the Analytical Network Process (ANP). The results showed that 42% chose "convenience" as a JogjaBike development strategy with sub-criteria (1) increased application, (2) low cost, (3) improved bicycle quality, and an alternative priority, namely "JogjaBike integrated with public transportation".
Analysis of the Effect of Shear Walls on Building Structural Deviations in High-rise Buildings Monde City Tower M2 Batam City Fernando Fernando; Ade Jaya Saputra
Journal of Civil Engineering and Planning (JCEP) Vol 3 No 2 (2022)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v3i2.7434

Abstract

High-rise buildings are structures that are prone to lateral loads. Every high-rise building design requires a strong structure to withstand lateral loads due to earthquake and wind loads. The use of Shear Walls can reduce the displacement that occurs due to lateral loads received because of earthquake loads and wind loads. This study aims to analyze the effect of Shear Walls on the Monde City Tower M2 Apartment building in Batam City. The method used in this study is a numerical analysis in the form of modeling a 15-story apartment building located in Batam City. The building is modeled into 2 types, namely (V1) a structure without using Shear Walls and (V2) a structure using Shear Walls according to the structural drawings. The earthquake analysis was carried out using the response spectrum method with the software ETABS v 18.1.0 for the structural analysis calculations. The results of the analysis obtained in the form of the deviation value from a structure that uses shear wall have decreased the deviation in the X direction by 12.5476 % and a decrease in the deviation in the Y direction by 68.1254 %. P-Delta in a structure that uses a shear wall is much better in structural stability than a structure that only uses a frame system.
Effect of Use Fly Ash on Soil Stability in Batam Meisterstadt Project Maulidya Yusar; Indrastuti Indrastuti
Journal of Civil Engineering and Planning (JCEP) Vol 3 No 2 (2022)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v3i2.730

Abstract

Tanah adalah salah satu faktor penting dalam dunia konstruksi, dimana tanah berfungsi untuk menerima dan menahan beban yang berada di atasnya. Untuk menjaga tanah tetap stabil, salah satu cara menanganinya adalah mencampurkan tanah dengan penambahan material kimiawi yaitu fly ash. Fly ash adalah limbah dari sisa pembakaran batu bara yang dijadikan sebagai salah satu bahan untuk membantu mengikat tanah menjadi lebih stabil. Pada penelitian ini, penulis menggunakan bahan campuran fly ash dengan kadar 10%, 15%, dan 20% dari berat tanah dengan waktu didiamkan selama 0, 3, 7, dan 10 hari. Tujuan dari penelitian ini untuk mengetahui jenis tanah yang diuji, untuk mengetahui pengaruh dari penambahan bahan campuran fly ash terhadap stabilitas tanah dan untuk mengetahui perubahan nilai kuat geser tanah terhadap tanah yang diambil dari Proyek Meisterstadt Batam. Hasil penelitian ini menyimpulkan bahwa tanah yang ada di Proyek Meisterstadt Batam menurut klasifikasi USCS adalah CL (lempung), menurut klasifikasi AASTHO adalah kerikil berlanau atau berlempur dan berpasir A-2-6. Nilai kadar air optimum didapat sebesar 16% dan nilai berat isi kering sebesar 1,26. Nilai sudut geser tertinggi yang didapat untuk pencampuran fly ash 10% dengan nilai 75,78 yang didiamkan selama 7 hari, untuk pencampuran fly ash 15% dengan nilai 78,52 yang didiamkan selama 14 hari, untuk pencampuran fly ash 20% dengan nilai 78,28 yang didiamkan selama 0 hari. Nilai sudut geser dalam tertinggi didapat pada pencampuran fly ash 10% dengan nilai 67,3 yang didiamkan selama 7 hari, fly ash 15% dengan nilai 64,64 yang didiamkan selama 14 hari, fly ash 20% dengan nilai 60,4 yang didiamkan selama 3 hari. Nilai kohesi tertinggi didapat pada pencampuran fly ash 10% dengan nilai 1,33 yang didiamkan selama 0 hari, fly ash 15% dengan nilai 1,26 yang didiamkan selama 7 hari, fly ash 10% dengan nilai 0,97 yang didiamkan selama 7 hari. Nilai kohesi tertinggi yang didapat untuk pencampuran fly ash 10% dengan nilai 3,9471 yang didiamkan selama 7 hari, untuk pencampuran fly ash 15% dengan nilai 4,927 yang didiamkan selama 14 hari, untuk pencampuran fly ash 20% dengan nilai 4,8239 yang didiamkan selama 0 hari.
Comparative Study of Reinforced Concrete Beams in School Buildings Using Prestressed Concrete Beams Petrus Haryanto Wibowo; Dony Dony
Journal of Civil Engineering and Planning (JCEP) Vol 3 No 2 (2022)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v3i2.1237

Abstract

Building construction in Indonesia generally uses concrete. The concrete used for building structures, such as beams, generally utilizes reinforced concrete. It is very rare to see the use of prestressed concrete for building structures such as beams, especially in Batam City. This study aims to analyze the comparison between the beam structure with reinforced concrete that has been existing and prestressed concrete in the Kaliban School project. The stages in this research included prestressed concrete beam design and comparative analysis. The design of prestressed concrete beams was planned to be composite prestressed concrete blocks using the pre-tension method with a fully prestressed system, and was cast with the floor slabs and also supported during the casting period. Comparative analysis conducted by the researcher of this study was a comparison of the materials used in reinforced concrete beams and prestressed concrete beams. The results of the prestressed concrete structure design obtained a beam dimension of 200 × 400 with a diameter of 12.7 mm, in which 4 pieces were installed 125 mm below the beam. The results of the comparison analysis of the total material prices between prestressed concrete beams with dimensions of 200 × 400 and existing reinforced concrete beams with dimensions of 200 × 500 showed that prestressed concrete beams were 24.28% cheaper than reinforced concrete beams.
Analysis of Traffic Flow at Unsignalized Intersections (Mandala intersection Street to Raya Tlanakan Street, Pamekasan Regency) Fairus Zabadi
Journal of Civil Engineering and Planning (JCEP) Vol 4 No 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7774

Abstract

Traffic problems are often found in big cities or small towns, one of which is Pamekasan Regency. Traffic jams often occur at the intersection with no signal, the intersection of Jl. Mandala – Jl. Raya Tlanakan Pamekasan City. Intersections are an integral part of all road systems. The performance of the intersection often decreases which has an impact on road users due to vehicle queues, decreased speed, decreased environmental quality and increased delays. The benchmarks for evaluating the performance of intersections are capacity, queuing opportunities, intersection delays and degrees of saturation. The results of the analysis of the performance of the intersection obtained a maximum capacity value (C) of 2257.83 pcu/hour not more than the basic capacity (Co = 2700 pcu/hour). This shows that the lowest capacity classification occurs on Thursday, December 8, 2022 at 18.00 – 21.00 WIB, while the highest DS (Degree of Saturation) value is 0.63 and the largest intersection delay (D) is 19.17 sec/ SMP occurs on Thursday, December 8, 2022 at 06.00 – 10.00 WIB. Based on these results it can be seen that the capacity at the intersection of Jl. Mandala – Jl. Raya Tlanakan Pamekasan City is still feasible to accommodate the traffic volume, because it is smaller than the basic capacity of the intersection. To overcome the problem of congestion at intersections, generally during working hours or during peak hours, security and supervision from related parties are needed
The The Structure Analysis of Five Floor Mall Building in Semarang City According to SNI 1726-2019 and SNI 2847-2019 Talitha Zhafira; Indra Bagus Kurniawan; Purwanto Purwanto; M Fahrul Hidayat; Hakas Prayuda
Journal of Civil Engineering and Planning (JCEP) Vol 4 No 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.6872

Abstract

This structural planning of building that located in Mijen district is expected to became a practical economic center, complate, enjoy, and safety for society. The planning building based on Indonesian national standart regulation (SNI). SNI (2847-2019) “On structural concrete requirements for the buildings” and SNI (1726-2019) “Procedures for planning and earthquake resistance for the building and non building”. For the planning is include of planning top and bottom structure that have a model of software ETABS 18 and Sp Column as a helper software. For the top structure it means include of the planning of roofs, beams, plat, column, and shearwall. Meanwhile the bottom structure it means include of foundations planning. This building is planned earthquake resistance based on earthquake data from website of Puskim-Kementrian PU. Based on the result of this structure is using double system with the special moment resisting frames and special slidding wall structural as a building earthquake resistance system. The result of this analysis is deviation between the floors direction X and Y is safety for service limit it, meanwhile for the analyse of vibration have fullfiled the rules. This is shows that the planning building can hold an earthquake resistance planning and had a good response during the earthquake.
Analysis of the Effect of Earthquake Loads on the Response of Cable Stayed Bridges Multilawati Nasution
Journal of Civil Engineering and Planning (JCEP) Vol 4 No 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7466

Abstract

Barella bridge is a type of cable stayed bridge in Indonesia. According to the cable arrangement pattern, cable stayed bridges are divided into three types, namely radial type, harp type, and fan type. On cable stayed bridges, dynamic analysis is needed so that the bridge is categorized as safe. One of the loads used in dynamic analysis is the earthquake load. Earthquake is a physical phenomenon characterized by vibrations on the earth's surface with various intensities. The earthquake itself is divided into two, namely horizontal earthquakes and vertical earthquakes. In this case study, the earthquake load is input for the padang area zone in the time history and the software used is SAP 2000 to calculate the response on both the girder and pylon. This research found the influence of vertical earthquake loads and horizontal earthquake loads on the response of cable stayed bridges, especially the displacement and tension of the cables.
The Pavement Condition Index Functional Evaluation of Runway Pavement Used Pavement Condition Index (PCI) Method (Case Study : Fatmawati Soekarno Airport Provinsi Bengkulu) Tody Amanah
Journal of Civil Engineering and Planning (JCEP) Vol 4 No 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7660

Abstract

Maintenance of air transportation infrastructure, in the pavement system section at Fatmawati Airport, Bengkulu Province and other airports in Indonesia, must had high performance, safety, security, reliability and sustainability. Routine inspection activities at major airports in Indonesia usually use the Pavement Condition Index (PCI) method as a parameter. This journal examines handling costs, handling periods and the minimum based on the reduction in PCI values due to existing traffic loads by building several types of handling scenarios. In addition, it also evaluates the structural performance of the runway pavement. The results of the PCI value analysis show that it is decreasing every year. This decline prediction used forecasting from previously obtained data. For 2016 the PCI value obtained was 89 (satisfactory), 2017 was 83 (satisfactory), and 2018 was 73 (sufficient). Based on the PCI value of 3 years and the growth in aircraft traffic, the impairment can be calculated by modeling the equation. The PCI prediction value in 2019 is 66 (fair), the PCI value in 2020 is 60 (fair), and the PCI value in 2021 is 54 (poor). It can be concluded that the increasing growth of aircraft traffic with routine maintenance will make the PCI value on the runway pavement decrease every year.
Analysis of Land Subsidence (Case Study: Kenagarian Bancah Batu Balang Kabupaten Lima Puluh Kota Road) Elvi Syamsuir; Fatma Ira Wahyuni; Dio Dio; Ramacos Fardela
Journal of Civil Engineering and Planning (JCEP) Vol 4 No 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7810

Abstract

The term land subsidence denotes the collapse of a building due to compression and deformation of the soil layer beneath the building. Settlement will occur if a layer of soil is loaded, settlement is also influenced by the distribution of soft soil or clay found below the surface on alluvial plains. In this case, the West Sumatra-Riau Jorong Bancah Kenagarian Batu Balang road, Kabupaten Lima Puluh Kota, is one of the areas traversed for the construction of the West Sumatra-Riau cross road. This road is included in the category of primary local roads with a road width of 6 m. Currently, the physical condition of the West Sumatra-Riau Jorong Bancah Kenagarian Batu Balang road, Kabupaten Lima Puluh Kota, has been repaired and some has not been repaired. The road in Bancah includes the Payakumbuh – Tanjung Pati ring road, which is used by the local community and trucks to speed up the road. Based on this, a study was carried out to determine the condition of the soil on the road. This research was conducted by taking samples at the research location and then determining the water content, specific gravity, density and finally the California Bearing Ratio (CBR). The average water content for undisturbed samples was found to be 30.98%. Based on the test results, it was found that the average soil density was 1.10 gr/cm³, so it can be concluded that the soil tested was a type of clay. Furthermore, the results of testing the soil density obtained dry specific gravity, the maximum ɤd is 2.83 t/m and the optimum moisture content is 16%. The density obtained from the results of testing in the Civil Engineering Laboratory of STT Payakumbuh is the average soil density: 2.59 gr/cm³ which is categorized as soft soil. The results of laboratory CBR testing found that the average CBR of soil was 5.27%. This shows that the land is not suitable for use for construction if the minimum standard is 6%.
Performace and recommendations for The Development of Bicycle Facilities in The Special Region of Yogyakarta Agung Gumelar; Dewanti Dewanti; Sigit Priyanto
Journal of Civil Engineering and Planning (JCEP) Vol 4 No 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.7292

Abstract

Selama pandemi Covid-19 terjadi peningkatan tren penggunaan sepeda diberbagai wilayah, tidak terkecuali di Yogyakarta. Untuk mengakomodasi para pengguna sepeda tersebut, pemerintah daerah telah menyediakan berbagai fasilitas sepeda yang tersebar di provinsi Daerah Istimewa Yogyakarta. Namun beberapa fasilitas yang ditawarkan belum begitu dirasakan secara maksimal oleh masyarakat. Tujuan dari penelitian ini yaitu untuk mengetahui seperti apa kinerja fasilitas sepeda yang terdapat di Daerah Istimewa Yogyakarta. Metode yang digunakan yaitu observasi yang kemudian diinterpretasi secara deskriptif dengan pendekatan kualitatif. Hasil penelitian menunjukkan, di provinsi Daerah Istimewa Yogyakarta hanya kota Yogyakarta yang memiliki fasilitas sepeda seperti jalur sepeda, bike box, penyeberangan sepeda, rambu lalu lintas sepeda dan tempat parkir sepeda. Penilaian untuk setiap fasilitas beragam, mulai dari baik hingga rusak. Untuk meningkatkan penggunaan sepeda dikalangan masyarakat, maka perlu adanya pengembangan fasilitas sepeda yang berdasarkan aspek kenyamanan, keamanan dan keselamatan pesepeda. Selain itu, kebijakan yang menguntungkan pengguna sepeda juga perlu diterapkan sehingga dapat menarik minat masyarakat untuk menggunakan sepeda.

Page 6 of 22 | Total Record : 216

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