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Nita Anggraini
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Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Published by Universitas Muhammadiyah Palembang
ISSN : 20856261     EISSN : 26231409     DOI : https://doi.org/10.32502/jbearing.v5i4
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Transportation
BEARING is a research journal and study in civil engineering that presents research results in the fields of building and structural engineering, transportation, water resources engineering and management, geotechnical engineering, infrastructure management, and environmental engineering.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 174 Documents
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EVALUASI RESPON STRUKTUR AKIBAT PENAMBAHAN LANTAI DENGAN METODE ANALISIS STATIK DAN DINAMIK RESPONSE SPECTRUM ( STUDI KASUS : PEMBANGUNAN GEDUNG FAKULTAS KEDOKTERAN UIGM ) Imaduddin, M.; Melani, Septa; Oemiati, Nurnilam; Setiawati, Mira
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 9, No 1 (2024): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v9i1.8286

Abstract

In 2022, Indo Global Mandiri University (UIGM) will construct the Faculty of Medicine building. In the initial planning of the development project, the construction of a 6-storey building was carried out, but after the implementation process was carried out, 5 floors were proposed to add floors, where initially the building only had 6 floors, it was made into a 7-storey building.The purpose of this research is to determine the structural behavior of the UIGM Palembang medical faculty building due to the addition of floors, whether the building meets the safety requirements in accordance with the Indonesian National Standard (SNI) reference for planning the latest earthquake resistance due to the addition of an earthquake, which in this study used software assistance ETABS and Response Spectrum analysis.Results of evaluation of structural behavior due to the addition of floors with a building height of 32.5 m in safe conditions as required by SNI 1726-2019 All deviations between floors are said to be okay, which means the UIGM Faculty of Medicine Building has met safety requirements according to the Indonesian National Standard (SNI) reference . The P-Delta value for the 7-storey building in the x and y directions still meets the requirements of SNI 1726:2019, which is still below the P-Delta limit. The addition of a floor to the UIGM Faculty of Medicine Building is categorized as safe because the behavior of the building structure does not indicate an unsafe condition (Not OK)
JENIS KERUSAKAN JALAN MENGGUNAKAN METODE PCI PADA LOKASI JALAN PALAPA RAYA SEPANJANG 7 KM DI DESA TANJUNG PASIR KECAMATAN PEMULUTAN KABUPATEN OGAN ILIR Muizzi, Lukman
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 8, No 2 (2023): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v8i2.7843

Abstract

Types of Road Damage Using the Pavement Condition Index (PCI) Method (Case Study:Palapa Raya Street, Pemulutan Sta.0+000s/d0+7000) a system for assessing road damage conditions based on the type and level of damage that occurs, and can be used as a reference in business road maintenance. High traffic loads cause a lot of damage, thus disrupting driving comfort and safety. The aim of this research is to assess the condition of damage to Palapa Raya Street, Pemulutan Sta. 1+300 to 1+400. The research was carried out visually using the Pavement Condition Index method. Palapa Raya Road with a length of 7 km is divided into several segments with a size of 70m per segment. Each segment is evaluated by measuring dimensions, identifying the type and level of damage to obtain a PCI value. The results of the analysis show that the damage that occurred included cracked crocodile skin, obesity, aggregate wear, and holes. Average PCI value for Jalan Palapa Raya Sta. Sta.0+000s/d0+7000 is categorized as being in very bad condition (Very poor), so it needs serious treatment from the government to immediately carry out repairs before the damage becomes worse.
PENGARUH RENDAMAN AIR LAUT, AIR HUJAN, DAN AIR PAYAU TERHADAP KUAT TEKAN BETON Arjuna, Arjuna; Jasman, Jasman; Muis B, Abd.
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 9, No 1 (2024): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v9i1.7854

Abstract

Water is an essential fundamental component in the manufacture of building materials (concrete) and reinforced concrete (steel) constructions. In construction, water acts as a component, transforming the hydraulic adhesive into a paste that will ultimately harden. Apart from that, the water in the concrete mix activates the chemical process of cement as an adhesive and lubricates the aggregate, making it easier to work with. The purpose of this study is to assess the influence of immersion water on concrete compressive strength in order to calculate the immersion-to-concrete strength ratio. This research method uses experimental research methods by comparing between 3 types of immersion water in concrete, namely AL (sea water), AP (brackish water), and AH (rainwater). The results of the research on the compressive strength of AL of 19.24 MPa, AP of 20.90 MPa, and AH of 24.33 MPa. AL experienced a decrease in compressive strength of 3.36 MPa and AP of 5.09 MPa against AH which has the highest strong value among the 3 bath variations and even higher than the compressive strength of the plan of 20 MPa. From the clarification over, it can be concluded that the submersion of brackish water, and water comes to the compressive quality of the arrange, whereas the inundation of seawater does not meet.
ANALISA KINERJA LALU LINTAS JALAN JENDERAL AHMAD YANI KOTA PALEMBANG Agustini, Marice; Septriansyah, Verinazul; Sutama, Adji; Fitriana Umari, Zuul; Delima Amanda Putri, RAS
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 9, No 1 (2024): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v9i1.8341

Abstract

Traffic performance refers to the evaluation of the service quality of a road segment relative to the traffic flow through it. Road traffic performance assessment is measured by the degree of saturation and travel speed. Road capacity (C) is the ability of a road section to accommodate traffic flow in a certain time unit. Road capacity is influenced by the type of side obstacles and the frequency of occurrence. This research was conducted on Jalan Jenderal Ahmad Yani Campus A, Muhammadiyah University of Palembang to calculate road capacity (C) and traffic performance on Jalan Jenderal Ahmad Yani.  Data analysis was carried out using the 2023 Indonesian Road Capacity Guide where road capacity and degree of saturation are road traffic performance parameters so that the value of the level of service is known. Based on the results of research and analysis that has been carried out located on Jalan Jenderal Ahmad Yani, Palembang, the road capacity (C) is 2,924 PCU/hour and the free flow speed (VB) value is 49.59 Km/hour, while the road traffic performance and level of service on the Jalan Simpang 4 Jakabaring-Jalan Jenderal Ahmad Yani section is 0.81 and is classified as category D (Flow is close to stable, speed can still be controlled, traffic volume is approaching capacity), while from the direction of Jalan Jenderal Ahmad Yani -Intersection 4 Jakabaring obtained a service level of 0.94 and was classified as category E (Unstable flow and sometimes stopping, traffic volume approaching capacity, low speed and changing).
STUDI KOMPARATIF PERILAKU STRUKTUR GEDUNG BETON BERTULANG DENGAN VARIASI GEOMETRI KOLOM PERSEGI DAN KOLOM BULAT Sutama, Adji; Septriansyah, Verinazul; Angraini, Dina Dwi
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 9, No 2 (2024): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v9i2.9026

Abstract

This research aims to analyze the comparative structural behavior of reinforced concrete buildings using variations in square and circular column geometries. The research object is a 6-story educational building with dimensions of 35.1 x 23.4 meters and a total height of 24.2 meters. The analysis was conducted using ETABS v18 software by varying square column dimensions (55/55 cm, 50/50 cm, 45/45 cm) and circular columns (diameters of 62 cm, 56 cm, 50 cm). The parameters examined include internal forces, section capacity, and structural drift. Research results indicate that the difference in internal forces between the two column types is relatively small (1-2%). Circular columns demonstrate higher capacity in resisting axial loads (5098.01-7609.09 kN) and moments (295-520 kNm) compared to square columns. Although circular columns show slightly larger drift values, both column types meet the established drift limit requirements with safe margins. This research concludes that both column geometries demonstrate good structural performance and can be used interchangeably in structural design, with circular columns having advantages in section capacity but accompanied by slightly larger drift values.
PENILAIAN INFRASTRUKTUR JALAN DESA BERDASARKAN INDEKS DESA MEMBANGUN (IDM) KABUPATEN WONOGIRI Ristanto, Iwan; Firdausi, Annisa Azhar
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 9, No 2 (2024): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v9i2.8743

Abstract

Developing Village Index (IDM) is an indicator tool developed based on the concept of the village development framework. This study examines the interaction between the use of Dana Desa (DD) for building village roads, bridges, and drainage systems. In Tirtomoyo District, IDM categorizes villages into two statuses: Developing Villages and Advanced Villages. The study analyzes how these statuses relate to village infrastructure development. The type of infrastructure factor (Factor 1) and the village status factor (IDM) (Factor 2) both have sig values. = 0.000 < ???? = 0.050 so it has an influential relationship with assessments at the planning, implementation and supervision stages of village development. The interaction between Factor 1 and Factor 2 has a sig value. = 0.000 < ???? = 0.050 so that these two factors influence each other on the assessment at the planning, implementation, and supervision stages of village development. The results of the assessment at the planning (RAB) and monitoring stages, developed villages have a higher assessment on 2 infrastructure (roads and bridges) and a smaller value on drainage infrastructure but the difference is not much compared to developing villages, but at the village implementation stage developed villages have a higher assessment of 3 infrastructure (drainage, roads, and bridges) compared to developing villages.
PENGARUH PENAMBAHAN KAPUR TERHADAP KUAT TEKAN BEBAS PADA TANAH LEMPUNG Martini, RA Sri; Oemiati, Nurnilam; Agusri, Erny; Yendi, Yendi
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 9, No 2 (2024): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v9i2.9059

Abstract

Clay soil subgrades have high pore water characteristics, which is a unique problem for civil structures such as buildings and road pavements. Lime contains compounds such as the element Calcium Oxide (CaO) of 79.43%. In reaction with clay minerals or other minerals, lime forms a strong calcium silicate gel that binds to soil particles. Different types of lime mixtures used are 0%, 12%, 15%, and 18% to soil weight with 28 days of soaking for four (4) days. From the two tests that have been carried out, namely soil compaction (Standard Proctor) and UCS (Unconfined Compression Streght) Soaked and Unsoaked, the optimum values obtained in soil compaction (Standard Proctor) and UCS (Unconfined Compression Streght) Soaked and Unsoaked are in the variation of soil addition + 18%. In the soil compaction test (Standard Proctor), the dry volume weight was 1.744 gr/cm3 and the optimum moisture content value was 16.03% and in UCS (Unconfined Compression Streght) Soaked the largest Qu value was 1.116 kg/cm2, and UCS (Unconfined Compression Streght) Unsoaked the largest Qu value was 2.714 kg/cm2.
ANALISIS PENERAPAN GREEN TRANSPORTATION DI KOTA PALEMBANG Rahmadona, Efrilia; Ruliansyah, Hafiz; Widjaya, M. Fadil Yulian; Panca P, M. Sang Gumilar; Bonardo, Cahyadi; Purniawan, Bandi
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 9, No 2 (2024): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v9i2.9051

Abstract

Electric cars have significant potential to be implemented in Palembang city, which is committed towards smart city with a focus on ‘smart mobility.’ This study explores the characteristics of electric car users and their operational cost efficiency compared to petrol vehicles. Using a quantitative method with a questionnaire, data was collected from 104 respondents and showed that the majority of electric car users are men aged 20-30 years old with an income of 5-10 million. The results of the analysis show that the operating costs of electric vehicles are more economical compared to conventional vehicles. However, there are challenges such as limited charging infrastructure and higher electric car prices. Through SWOT analysis with the IFAS EFAS method, this study was identified as being in quadrant 2 with a tendency towards weakness where the application requires selective maintenance, meaning that the application of electric cars requires action to improve and enhance several aspects, aspects that need to be improved by recommending actions such as reducing the price of electric cars, providing more charging stations, and increasing public awareness about the use of environmentally friendly electric cars so as to encourage wider adoption in Palembang.
IDENTIFIKASI DAN PEMETAAN KERUSAKAN JALAN BERBASIS SISTEM INFORMASI GEOGRAFIS PADA RUAS JALAN (STUDI KASUS JALAN KADIR KELURAHAN KARANG ANYAR-GANDUS) Rahmayanti, Nadia; Rachman, Delli Noviarti; Setiawati, Mira; Hidayat, Ahmad
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 9, No 2 (2024): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v9i2.9060

Abstract

Road infrastructure is an essential part of a region's transportation system, supporting human mobility and goods distribution. However, these roads are prone to damage due to several factors, one of which is the lack of proper and regular maintenance. Therefore, this study aims to identify the level of road damage, determine road repair treatments, and implement a road damage map in the Karang Anyar Subdistrict. Using the Surface Distress Index (SDI) method and Geographic Information System (GIS) analysis, the results of the analysis indicate that the Kadir Tkr Road - Syakiakirti Road section in Karang Anyar Subdistrict shows that 23% of the roads are in good condition, 35% in moderate condition, 24% in light damage condition, and 18% in severe damage condition. It has an average SDI value of 42.5, categorized as good road condition. This study emphasizes the need for regular road maintainance.
PERAN PEMERINTAH DALAM PENATAAN DAN PENYELENGGARAAN TRANSPORTASI DI TERMINAL TIPE B BARUGA KENDARI Nuhun, Ridwansyah; Soeparyanto, Try Sugiyarto; Nurrakhmad Arsyad, La Ode Muhamad; Fidmasari, Rezki; Satyadharma, Maudhy
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 9, No 2 (2024): Bearing : Jurnal Penelitian dan Kajian Teknik Sipil
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.v9i2.8423

Abstract

This research aims to analyze the role that local governments should play in organizing transportation, especially in the arrangement, development and implementation of transportation operations in the Baruga Kendari Type B Passenger Terminal area. This research focuses on the role that the government should play in organizing the Baruga Kendari Type B Passenger Terminal. Data collection was carried out through interviews with relevant stakeholders at the Baruga Kendari Type B Passenger Terminal who were deemed to understand the issues raised. The results of the research found that the Southeast Sulawesi Provincial Government through the Department of Transportation has carried out roles in the implementation of land transportation, especially in the arrangement, development and implementation of operationalization in the Baruga Kendari Type B Passenger Terminal area in order to encourage the implementation of safe, comfortable, humane and sustainable transportation.

Page 15 of 18 | Total Record : 174

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