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Journal of Civil Engineering
Published by Institut Teknologi Sepuluh Nopember Surabaya
ISSN : 20861206     EISSN : 25799029     DOI : -
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Transportation
Journal of Civil Engineering (eISSN 2579-9029/pISSN 2086-1206) is a new journal that preceded by the previous Civil Engineering Department ITS Journal which was well known as Jurnal Teknologi dan Rekayasa Sipil (TORSI). TORSI journal was established in March 1981. In 2009, TORSI journal name was changed to Journal of Civil Engineering. Journal of Civil Engineering is managed by Pusat Publikasi Ilmiah LPPM Institut Teknologi Sepuluh Nopember (ITS). Journal of Civil Engineering published at least five papers for each volume. Annually two volumes are published with the first volume is published within the period of January-June and the second volume is published within the period of July-December. The Peer-review process is online based using the OJS portal. Focus and Scope The Journal of Civil Engineering (JCE) publish scientific article which is specific for civil engineering. JCE article must be written either in Indonesian or English languages. The focus and scope of the journal are: 1. Structures (High-Rise Building, Bridges, Long-Span Bridges) 2. Materials (Concrete, Steel, Fiber-Reinforced Concrete, Composites) 3. Hydraulics and Hydrology 4. Geotechnics (Foundation, Embankment Stability) 5. Construction Management 6. Transportations (Highways, Trains, etc.) 7. Green Buildings and Architectures
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 5 Documents
 1 
Search results for , issue "Vol 32, No 1 (2017)" : 5 Documents clear
ANALYSIS OF THE AVAILABILITY OF WATER RESOURCES AND CONSERVATION EFFORTS SUB DAS LESTI DISTRICT OF MALANG Abdul Somat Bukori; Rachmat Boedisantoso
Journal of Civil Engineering Vol 32, No 1 (2017)
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (322.372 KB) | DOI: 10.12962/j20861206.v32i1.4503

Abstract

Lesti sub basins is one of the upstream part of the Brantas river basin located in the district of Malang. Conditions Lesti sub-basins have been damaged thereby potentially experiencing a water deficit. The deficit of water in the dry season in 2017 amounted to 2.141.057 m³ and 2023 amounted to 3.881.593 m³.To overcome these deficits conservation efforts both vegetation and mechanically. Area of land required until 2023 with the planting of agarwood trees covering an area of 18,27 km², covering an area of 15,53 km² and a bamboo plant Poran 51,75 km². Needs rainwater harvesting roofs media as much as 3 sump capacity of 24 m³. Embung needs as much as 3 each reservoir capacity of 800.000 m³.  Embung investment costs Rp. 207 205 545 000, - done in 2017 until 2018.Financial aspects of the construction of the water reservoir with an interest rate of 7% per year IRR = 13,19%> 7%; BCR, i (7%) = 1,34> 1 and NPV, i (7%) = Rp. 91.152.353.632,-. The construction of such Eligible.
PERFORMANCE MEASUREMENT MODEL ANALYSIS OF LOW COST FLATS MANAGEMENT IN SURABAYA Arining Christanti; Putu Artama Wiguna; Retno Indryani
Journal of Civil Engineering Vol 32, No 1 (2017)
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (268.209 KB) | DOI: 10.12962/j20861206.v32i1.4504

Abstract

The absence of parameter in assessing the low cost flats performance causing lack of evaluation and monitoring on low cost flats management. This is often generates difficulty for manager to determine solution on management problems. Therefore, this research aims to obtain performance measurement models that can be used as parameter of assessment in the evaluation and monitoring of low cost flats management in Surabaya. Stages of this research are formulation of the model according to the literature review and the existing condition, assessment of performance management, and fitness model evaluation. Results of the research showed performance measurement model with variable weights ratings as follows: effectiveness and efficiency (34.6%), institutional suitability and tenancy (26.5%), the risk of legal compliance (19%), physical condition (10.9%), sustainability (5.4%) and impact (3.5%). Based on performance assessment of 8 low cost flats buildings as a representative sample of low cost flats in Surabaya, found that 62.5% low cost flats had good performance and 37.5% low cost flatslow cost flats had sufficient performance. From the fitness model evaluation, known that the performance measurement models is relevant enough to be used as assessment parameter of low cost flats management in Surabaya
STUDI PERILAKU PADA SAMBUNGAN RECTANGULAR CONCRETE FILLED TUBES (RCFT) DENGAN METODE FINITE ELEMENT Cintantya Budi Casita; Budi Suswanto
Journal of Civil Engineering Vol 32, No 1 (2017)
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (393.039 KB) | DOI: 10.12962/j20861206.v32i1.4505

Abstract

This research presents the result of two rectangular filled tube column-to-beam connections under cyclic loading using finite element analysis. Connections of all two models were using weld connection and shear tab attached to beam webs. In this study, 2 models were made: RR-1 and RB-2, which are RCFT connection with RBS and RCFT connection without RBS. This study is conducted to learn, the advantages of RCFT connection with RBS against RCFT connection without RBS. The analysis results observed that cyclic performance of the RBS moment connection was much superior to the connection without RBS. The highest regions of stress occur in vicinity of beam bottom flange near column face for connection without RBS. For connection with RBS, the highest regions of stress occur in reduced beam section of the beam
STUDI PERILAKU LINK PENDEK, LINK MENENGAH DAN LINK PANJANG PADA STRUKTUR BAJA SISTEM EBF Jusuf Wilson Meynerd Rafael; Budi Suswanto
Journal of Civil Engineering Vol 32, No 1 (2017)
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (633.288 KB) | DOI: 10.12962/j20861206.v32i1.4506

Abstract

The paper disccuses an analysis study on the design of Eccentrically Braced Frame (EBF) i.e. short link, intermediate link and long link) with K-Braces-type Split 1 floor. The analysis is performed by using ABAQUS with static monotonic loading in a single structure (frame). Each element of the frame is modeled as sholid 3D with connections to every element in the form of tie constraints and given fixed on each base of the column as a boundary condition. All three models of the frame has been analyzed in accordance with the AISC 2010 provisions and then compared the behavior of each of these models. The results indicate that the short link model considered in this study have on a higher over strength value and used as a proposed model when compared to intermediate link and long link model. It is stated by the failure mechanism as well, the failure is well-occurred in the short link condition than the other models
PROBABILITY MODAL TRANSFER TO THE FORWARDER AT TERMINAL LAMONG BAY SURABAYA Rezki Setya Irsadi; Hera Widyastuti
Journal of Civil Engineering Vol 32, No 1 (2017)
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (349.973 KB) | DOI: 10.12962/j20861206.v32i1.4507

Abstract

Currently the mobilization of freight transport from Surabaya to Jakarta or otherwise served by three types of modes transport, including truck, train, and marine vessels. But the majority of the freight transport cargo in the corridor Surabaya – Jakarta is served by trucking so that the impact on the capacity of roads and road load increases. The purpose of this study was to estimate the probability EMKL service manager / Forwarder to switch modes from container truck to railway mode container. The methods used to analyze the research data is a binary logistic regression. The results of these studies indicate that the travel time during the 3-day trip by truck containers will potentially probability modal transfer containers from trucks to rail containers reached 87.49%, and the more need for the use of container sizes of 20 ft. at a cost of Rp. 2,500,000 will potentially modal transfer containers from trucks to rail container by 82.34%, more than the container size of 40 ft. at a cost of Rp. 4,000,000 by 50%.

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