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MEDIA KOMUNIKASI TEKNIK SIPIL
Published by Universitas Diponegoro
ISSN : 08541809     EISSN : 25496778     DOI : -
Core Subject : Engineering,
Media Komunikasi Teknik Sipil (ISSN 0854-1809) published twice in a year, in July and December. The article can be product of researches, scientific thoughts or case study, in civil engineering and isn’t formed by politics, commercialism, and subjectivity unsure. This scientific journal contains articles of thought and research results in Civil Engineering that have never been published in scientific journals or other media.
Arjuna Subject : -
Articles 283 Documents
ANALISIS TINGKAT KEPUASAN KONSUMEN TERHADAP PELAYANAN BONGKAR-MUAT BARANG PADA TERMINAL PETIKEMAS SEMARANG Janto, Yoeli
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 20, Nomor 2, DESEMBER 2014
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (388.059 KB) | DOI: 10.14710/mkts.v20i2.9256

Abstract

This study aims to analyze the level of consumer expectations and service performance and user satisfaction level loading service at Semarang Container Terminal. It also analyzes the factors that must be maintained, high priority, low priority and customer satisfaction excessive loading and unloading of goods at the Container Terminal in Semarang. The samples are 73 respondents (companies) with data analysis using the Important Performance Analysis (IPA). Based on the analysis Cartesian diagram is known that factors that are considered important in accordance with the reality perceived by the customer so that there is a relatively high level of satisfaction on factors clarity services officer, disciplinary service officer, justice of service and comfort environment. While the factors that are considered less important by the customer and in fact not too special in which an increase in attributes in this quadrant can be reconsidered as an influence on the perceived benefits by a very small customer service is the factor procedures, responsibilities attendant service, speed of service and courtesy and hospitality workers.
PENGARUH PEMADATAN TERHADAP SIFAT FISIS DAN MEKANIS KAYU PALAPI Hasan, Hajatni; Tatong, Burhan
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 13, Nomor 1, Edisi XXXI, PEBRUARI 2005
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (295.299 KB) | DOI: 10.14710/mkts.v13i1.3891

Abstract

The objective of this research is to study the effect of physical treatment, in this case is wood condensation to physical and mechanical properties of Palapi wood. In this research the wood condensation is compacted with heat treatment. Wood of Palapi accurate in form of board of tangensial of the size 2cm x 12cm x 36cm, compacted to radial direction. In this research the physical properties test is wood moisture content, wood density, and wood specific gravity. The mechanical test in this research is static elasticity strength of wood, firmness compressed parallelly of wood fibre and hardness of wood side. The properties test of physical and is mechanical were to Palapi wood plank without condensation and to palapi wood plank with condensation. The result of test   indicate that wood of Palapi compacted have the nature of physical and better mechanical from which do not be compacted, that is moisture content rate downhill 58,85%, density and specific gravity wood mount 20,41%, wood elasticity modulus value mount 49,71%, modulus of rupture value  mount 27,52%, assess firmness compressed parallelly of wood fibre mount 25,93%, assess hardness of side of tangensial mount 27,76%, assess hardness of side of radial mount 18,07%. This matter of indicate that with condensation hence quality of wood can mount goodness seen from strength and also its durability.Keywords: physical and mechanical of palapi woodPermalink: http://www.ejournal.undip.ac.id/index.php/mkts/article/view/3891[How to cite: Hasan, H. dan Tatong, B., 2005, Pengaruh Pemadatan terhadap Sifat Fisis  dan Mekanis Kayu Palapi, Jurnal Media Komunikasi Teknik Sipil, Volume 13, Nomor 1, pp. 1-15]
UJI BEBAN TIMBUNAN YANG DIPERKUAT DENGAN SISTEM PELAT TERPAKU PADA TANAH GAMBUT Waruwu, Aazokhi; Hardiyatmo, Hary Christady; Rifa?i, Ahmad
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 25, Nomor 2, DESEMBER 2019
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (473.925 KB) | DOI: 10.14710/mkts.v25i2.21018

Abstract

One of the problems with peat soils, when subjected to imposed loads of construction, is the very high compression and long-term excessive settlement. The embankment can be built on peat soil, but it needs reinforcement that can contribute to increasing the stability of the embankment. The nailed slab system, as reinforcement, is expected to reduce settlement and increase the stability of peat soil. The aim of this paper is to study the effect of pile length and distance on the reduction of settlement in both monolithic and non-monolithic piles. The embankment load test was conducted on 70 cm x 120 cm plates, which were reinforced pile with different lengths and distances in the peat soil layer. The analysis was conducted on the reduction settlement of monolithic and non-monolith pile. The results showed that the length and distance of the pile had an effect on the reduction settlement. Changes in pile length are more dominant reducing settlement compared to changes in pile distance. Pile connection with slab has a significant effect on different lengths of piles than different distances piles.
REABILITAS DAYA DUKUNG PONDASI TIANG BOR BERDASARKAN FORMULA REESE & WRIGHT DAN USULAN LOAD RESISTANCE FACTOR DESIGN DALAM PERENCANAAN PONDASI TIANG BOR STUDI KASUS PROYEK JAKARTA Lastiasih, Yudhi; Irsyam, Masyhur; Sidi, Indra Djati; Toha, FX
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 19, Nomor 2, DESEMBER 2013
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (475.78 KB) | DOI: 10.14710/mkts.v19i2.8422

Abstract

Design bored pile foundation often use formulae of Reese and wright (1977) on projects heild in Jakarta. The safety factor often use on the design foundation on project in Jakarta are generally 2 or 3. By using advance First Order Liability Method to analysis design foundation, the result showed that the design was very conservative. Proven by the safety index for this design is 2.68 where?s the equivalent of failure probably 3.72 x 10-3, this result is less than requirement of failure probability 1 x 10-2. Lastiasih (2012) propose the use of multiple safety factors by applying Load Resistance Factor Design (LRFD) in accordance with the design of building age so as not to use single safety factor again. Further more the design of bored pile foundation become more efficient.
ANALISIS BANJIR RANCANGAN DENGAN METODE INVERSELY ESTIMATED RAINFALL Widyasari, Titiek
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 16, Nomor 1, PEBRUARI 2008
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (247.298 KB) | DOI: 10.14710/mkts.v16i1.3668

Abstract

To avoid the paucity of rainfall data, development of flood estimation methods that rely on hydrograph data are required. Hydrograph data are the output of the catchment. It means that all the catchment behaviors are represented in the runoff data. The effect of temporal and the spatial variability of rainfall and the initial soil moisture condition has been represented in the runoff data. Hence, it?s necessary research about of design flood used on hydrograph. The research uses 16 flood events collected from Bojongloa sub-river basin and 10 data from Leuwigoong sub-river, which all included Cimanuk river basin in West Java. The filter separation autoregressive method is selected to separate the hydrograph to become baseflow and direct runoff components. The resulted direct runoff is then used for deriving the effective rainfall using inversely estimated rainfall (IER) method. The result of IER rainfall and IER pattern is used in design flood analysis using unit hydrograph IER method. And the observed rainfall are used as comparisons. The result show that design flood with hydrograph IER method is relatively similar with the observed rainfall. The result design flood with hydrograph IER method give accuracy between design flood the result of frequency analysis.Keywords : hydrograph, inversely estimated rainfalls, unit hydrographPermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/3668[How to cite: Widyasari, T. (2008), Analisis Banjir Rancangan dengan Metode Inversely Estimated Rainfall, Jurnal Media Komunikasi Teknik Sipil, Tahun 16, No. 1, pp. 87-98]
ANALISA PUSHOVER DAN EKSPERIMEN STRUKTUR PORTAL DENGAN DINDING BATUBATA DENGAN MENGGUNAKAN ANGKUR PADA KOLOM DAN BALOK PADA NON ENGINEERED BUILDING Hutajulu, Marsaulina; Tarigan, Johannes; Tarigan, Perwira
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 24, Nomor 2, DESEMBER 2018
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2275.261 KB) | DOI: 10.14710/mkts.v24i2.19914

Abstract

Based on the findings in almost all earthquakes that hit Indonesia, buildings that were damaged and collapsed were simple non-engineered buildings. Where buildings are built based on practical experience without structural calculations. One form of damage to non-structural components and structures is the relationship between columns and brick walls, where cracks and separation between columns and walls occur due to lack of anchors (cuttings). To find out how much an earthquake load can make a test object that uses anchor has been destroyed, a pushover analysis is carried out numerically and experimentally. From the numerical results it is obtained a pushover of 7490 kg and a displacement of 16.7 mm, while the experimental results obtained a pushover 7,540 kg and 56.5 mm displacement. Numerical results and experiments are very close at 99.34%.
MODEL REGRESI RATING CURVE STASIUN AWLR JURUG ANTARA TINGGI MUKA AIR DAN DEBIT PADA SUNGAI BENGAWAN SOLO Supadi, Supadi
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 14, Nomor 2, Edisi XXXV, JUNI 2006
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (323.469 KB) | DOI: 10.14710/mkts.v14i2.2094

Abstract

River of Bengawan Solo have been attached instrument of water discharge appliance which it?s location in downstream of Colo Weir precisely at ± 200 m upstream of Jurug bridge and the  AWRL Post was located most pate of upstream and founded in 1969 and also represent permanent building called AWLR (Automatic Water Level Recorder), so that shall have known the result of discharge curve which have been made from  year to year. The Making of Rating curve in Post of Jurug at Bengawan Solo river represent model of rating curve discharge Result of a measurement between water level surface and discharge are highly varied since 1977 - 2000 (34 datas) and the result cause by change of river cross section influenced by agradation and degradation of river bed. So need to analyse of rating curve study in Jurug post before and after the construction  of Wonogiri Dam. Discharge curve varied to be need observe and measurement in the long time and continuous measurement data from year to year and also performed a measurement charge by continuous and get result of discharge which different each other. The Rating Curve usefulness are obvious that is to know discharge of stream passing at the location from existence of change time to time.Permalink: http://www.ejournal.undip.ac.id/index.php/mkts/article/view/2094[How to cite: Supadi, 2006, Model Regresi Rating Curve Stasiun Awlr Jurug antara Tinggi Muka Air dan Debit  pada Sungai Bengawan Solo, Jurnal Media Komunikasi Teknik Sipil, Volume 14, Nomor 2, pp. 179-188]
EVALUASI KESEHATAN STRUKTUR BANGUNAN BERDASARKAN RESPON DINAMIK BERBASISKAN DATA AKSELEROMETER Darmawan, Wan Fikri; Suryanita, Reni; Djauhari, Zulfikar
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 23, Nomor 2, DESEMBER 2017
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (528.455 KB) | DOI: 10.14710/mkts.v23i2.16101

Abstract

The aim of the research is to analysis the health of a simple frame structure based on accelerometer data. The research is a preliminary study which used the accelerometer data in the time history analysis of the structure. The parameters has been used in the study are the Story Damage Index (SDI), the ApproximateStory Damage Index (ASDI), the Flexibility Damage Index (MFDI), and the Park Ang Damage Index. The finite element analysis is used to identify the damage of building structures through the pushover analysis. The study has conducted the minor damage index, physical appearance to check the cracked beam andconcrete column. The damage index average is in the range 0-0.08. It can be concluded the building is still able to withstand the earthquake load. However, the building is stated in a minor damage condition after the earthquake occurred.
TORSI BALOK BAJA BERPROFIL I BERPENGAKU VERTIKAL Tudjono, Sri
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 14, Nomor 2, Edisi XXXV, JUNI 2006
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (206.16 KB) | DOI: 10.14710/mkts.v14i2.3942

Abstract

Vertical stiffeners are usually used to resist shear force or to stiffen web plate in accordance with local buckling. Vertical stiffeners which have torsional stiffness can disturb warping of the beam. So the vertical stiffeners can increase the torsional stiffness of the beam. The relation between the torsion of vertical stiffener to warping of the beam must firstly be found. By the boundary conditions of the beam at the two ends and at the vertical stiffeners, all integration constants of diferential equation of each field rotation can be found. Analysis can be done on various thickness and various numbers of vertical stiffeners. It can be concluded that the increase of torsional stiffness caused by the increase of the of vertical stiffener thickness  are significant. The gradient of the torsional stiffness increase tend relatively smaller at the greater number of vertical stiffeners.Keywords: vertical stiffener, warping, torsionPermalink: http://www.ejournal.undip.ac.id/index.php/mkts/article/view/3942[How to cite: Tudjono, S., 2006, Torsi Balok Baja Berprofil I Berpengaku Vertikal, Jurnal Media Komunikasi Teknik Sipil, Volume 14, Nomor 2, pp. 150-155]
PENGARUH PENERAPAN SISTEM MANAJEMEN MUTU TERHADAP KUALITAS PELAKSANAAN KEGIATAN OPERASI DAN PEMELIHARAAN (STUDI KASUS: TUGAS PEMBANTUAN OPERASI DAN PEMELIHARAAN DAERAH IRIGASI KEDUNG ASEM DAN DAERAH IRIGASI BODRI PROVINSI JAWA TENGAH) Amin, Mualim; Wibowo, M. Agung; Atmojo, Pranoto Samto
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 22, Nomor 1, JULI 2016
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (617.046 KB) | DOI: 10.14710/mkts.v22i1.12401

Abstract

A decrease in irrigation network performance system operation and maintenance are the impact of the operation management system and irrigation maintenance which does not suitable with the technical demands of the irrigation network design. The purpose of this study is to determine the effect of the application of quality management system in ministry of public works to the quality of the operations and maintenance on the Tasks Operation and Maintenance. The object of the research was in Kedung Asem and Bodri Irrigation Area, it was seen from three variables, namely: (1) the management of resources, (2) the implementation of the activities, (3) measurement, analysis and improvement. Data were obtained from observation andquestionnaire, and then were processed by using descriptive method and linear regression method. The results says that the quality management system in resource management is perceived as good enough category; the implementation activities, measurement, analysis and improvement were perceived good by the respondents. Identification of the quality of the operations and maintenance were also perceived good; further, performance index ratings of irrigation systems are performing well. The results of multiple linear regression equation is Y =12.883+1,181X1+0,449X2 +1,210X3, the conclusions hypothesis testing shows that the implication of quality management system give positive and significant effect on improving the quality of operations and maintenance work on the Tasks Operation and Maintenance of (DI) Kedung Asem and (DI) Bodri Irrigation Area.

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