Garuda - Garba Rujukan Digital

Article Per Year (5 Year)

All

MEDIA KOMUNIKASI TEKNIK SIPIL

mkts
Website

Published by Universitas Diponegoro

ISSN : 08541809 EISSN : 25496778 DOI : -

Core Subject : Engineering,

Civil Engineering, Building, Construction & Architecture

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 isnâ€™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 456 Documents

5 6 7 8 9

Pemodelan dan Analisis Perilaku Balok Beton Bertulang yang Berbeda Diameter Akibat Variasi Tata Letak Tulangannya Suku, Yohanes Laka
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 24, Nomor 1, JULI 2018
Publisher : Department of Civil Engineering, Diponegoro University

Analysis of the effect of the layout of reinforcement in reinforced concrete beams with different diameters to understand behavior and layout position of reinforcement produces the maximum of load capacity and ductility. Modeling and analysis using ANSYS program, the experimental test beam type OA1 and A1 from the University of Toronto (Vichio & Shim, 2004) was used as a benchmark and models which varies in layout of reinforcement. The number of models analyzed is a total of fourteen models consisting of seven models without stirrups and seven with stirrups. Beam behavior observed in the form of load capacity, deflection, ductility, stiffness and crack patterns. Results showed that: the layout of reinforcement affects the behavior of reinforced concrete beam; on the same width of reinforcedment, one layer reinforcement has greater load capacity and rigidity but smaller ductility than two layers; the layout of reinforcement in general does not affect the pattern of cracks; the collapse of the beam without stirrups is caused by the diagonal tension andÂ the beam with stirrups by shear and rupture due to the press; the layout of reinforcement produces the largest load capacity and ductility of the largest is model OA1 and OA1,4 on the beams without stirrups and models A1 and A1,5 on beam with stirrups.

Pemodelan Prioritas Pemanfaatan Potensi Air Situ Berbasis Konservasi Sumberdaya Air Hadihardaja, Iwan K.
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 12, Nomor 2, Edisi XXIX, JULI 2004
Publisher : Department of Civil Engineering, Diponegoro University

Degradation function of Situ Gede (Lake Gede) becomes crucial at present time compared to its function at initial condition when it was used forÂ tourism, irrigation, and raw water supply within an optimal use. The crucial aspects are related to the decreasing reliability of supply to Situ Gede and increasing sedimentation accumulation. The research concerns with various aspects due to the Situ Gede conservation and restoration that is aimed to increase the potential uses, based on the quantitative and qualitative model by using optimization technique and Analitic Hierarchy Process (AHP). The optimization technique is applied in order to evaluate the amount of monthlyÂ water availability within 3 scenarios i.e. tourism ounly (Scenario 1), tourism and irrigation (Scenario 2), and, tourism, irrigation and raw water (Scenario 3), respectively, based on the potency of Situ Gede itself, new additional supply from other sources, and additional supply from Galunggung Crater. In addition, based on simulation of accumulated sedimentation model, that is aimed to identify the effect of firm outflow change of Situ Gede Release, indicates the decrease of firm outflow around 0,5% annually. The priority order based on AHP evaluation shows that the the first priority is Scenario 1, the second is Scenario 3 and the third is Scenario 2. Those priorities based on various criterias such as Investment Cost and Operation Maintenance, Additional Supply Reliability to Situ Gede, and Sedimentation. Sensitiviy analysis is also applied based on the weight change of each criteria in performing the shift possibilities due to the priority order. Key Words : Non Linear Programming Modeling,Â Simulation, Multi objective-Multi Criteria

Perkiraan Koefisien-koefisien Karakteristik Daerah Aliran Sungai Krengseng untuk Membangun Kurva-Durasi Debit Sachro, Sri Sangkawati; Sugiyanto, Sugiyanto; Budieny, Hary
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 19, Nomor 1, JULI 2013
Publisher : Department of Civil Engineering, Diponegoro University

The flow-duration curve at a site is most useful tool for evaluating flows in water resources development projects. Flow-duration curves are based on cotinuous stream flow data, where stream flow meuserements are not available, precipitation and potensial evapotranspiration records can be used to calculate continuous flows. Calculation of monthly flows from meteorologic data are based on the water balance in watershed. The water balance equation is Precipitation â€“ Actual evapotranspiration + Storage = Runoff. This calculation use coefficients that represent watershed characteristics, that will change from one watershed to another. The watershed characteristic coefficients changes will correlate with changes in vegetation, soils, and subsurface geology. This study is an attempt to estimate the watershed characteristic coefficients to calculate monthly streamflows in Krengseng River at Diponegoro Dam site. TheÂ watershed characteristic coefficients analysis using F.J.Mock Model and NRECA Model. Resuls of watershed characteristic coefficientsÂ analysis using F.J.Mock are, Expose surface, m = 50%, Soil moisture capacity, SMC = 200 mm, Infiltration factor, IF = 0.45, Recesion coeffisien, RC =0.70. Watershed characteristic coefficients using Model NRECA are, Index soil moisture capacity, Nominal:100+(0.25xmean annual precipitation), Base flow parameter, PSUB = 0.30 and Index groundwater storage, GWF=0.50.

Erratum / Corrigendum / Retraction MKTS, Editorial
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 25, Nomor 1, JULI 2019
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/mkts.v25i1.24402

RETRACTION TO:Priyonggo, K., 2004. Investigate Buckling Loads of Columns of Regular Polygon Cross-Section with Constant Volume and Clamped Ends.Â MEDIA KOMUNIKASI TEKNIK SIPIL, [Online] Volume 12(2), pp. 23-30.Â https://doi.org/10.14710/mkts.v12i2.2678Priyonggo, K., 2005.Â Improvement of Road Network Reliability under Different Route Choice Principles.Â MEDIA KOMUNIKASI TEKNIK SIPIL, [Online] Volume 13(1), pp. 16-19.https://doi.org/10.14710/mkts.v13i1.3892Â Leksono, B. T., 2006. A Parametric Study of an Offshore Concrete Pile under Combined Loading Conditions using Finite Element Method.Â MEDIA KOMUNIKASI TEKNIK SIPIL, [Online] Volume 14(2), pp. 156-168.Â https://doi.org/10.14710/mkts.v14i2.3943These articles have been retracted by Publisher based on publication misconduct by the author.

Analisa Finansial Rencana Pembangunan Jalan Tol Palembang - Indralaya Yuanda, Yudianto; Haneman, Asrullah
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 16, Nomor 2, JUNI 2008
Publisher : Department of Civil Engineering, Diponegoro University

Traffic jam often happens on the road for Palembang-Indralaya route Also number of accidents on the road is very high. Therefore distances in 22 kilometers. This research is aimed to make a financial feasibility study on Palembang-Indralaya toll road. The analysis used is traffic analysis from financial revenue side of the toll revenue. The number of traffic growth is taken from the growth of Gross Regional Domestic Product of the Province of South Sumatera which is currently 6.9% on average. From the result of 2007 survey, it is obtained that the average of daily traffic is currently 19,900 smp/2 directions/day. Then, the traffic analysis and financial From the result of cash flow calculation for Palembang-Indralaya toll road, it is obtained that for the calculation of construction of Alternative I Rigid Pavement, the result is not feasible (pessimistic) for implementation because the IRR is 15.84% and for NPV it is Rp 566,454,000,000.00. BEP will be earned in the 22nd year while BCR = 0.75 < 0. For cash flow with construction of Alternative II with Flexible Pavement, the result is not yet feasible to be implemented because the FIRR is 16.92% and for NPV it is Rp 818,541,000,000.00 and BEP is in the 19th year, BCR = 0.63 < 1. Keywords : LHR, Travel Time, Volume Lalu Lintas, Cash Flow, IRR, NPV, BCR, BEP, ABSTRAK Kemacetan lalu lintas terjadi pada jalan jurusan Palembang-Indralaya juga pada jalan tersebut sangat besar untuk mengimbangnya dan menentukan laju peningkat lalu lintas, maka perlu dibuat jalan tol Palembang-Indralaya sepanjang 22 Km. Tujuan dari penelitian ini untuk melakukan studi kelayakan finansial perencanaan pembangunan jalan tol Palembang-Indralaya analisa yang digunakan adalah analisa lalu lintas dari segi finansial revenue dari pendapatan tol sedangkan angka pertumbuhan lalu lintas diambil dari pertumbuhan Produk Domestik Regional Bruto (PDRB) Propinsi Sumatera Selatan pada saat ini rata-rata 6,9 %. Dari hasil survey tahun 2007 didapat lalu lintas harian rata-rata pada saat ini 19.900 smp/2 arah/hari dilanjutkan dengan analisa lalu lintas dan analisa finansial, Dari hasil perhitungan Cash Flow Jalan Tol Palembang â€“ Indralaya didapat untuk perhitungan konstruksi Alternatif I Pile Slab (Rigid Pavement) hasilnya tidak layak (pesimis) untuk dilaksanakan karena IRR yang didapat adalah:15,84% dan untuk NPV di dapat:Rp. 566.454.000.000 BEP di dapat pada tahun ke 22 sedangkan BCR = 0,75 < 0 untuk Cash Flow dengan konstruksi Alternatif II dengan cerucuk gelam (Flexibel Pavement) hasilnya adalah belum layak untuk dilaksanakan karena IRR yang didapat adalah:16,92% dan NPV adalah Rp. 818.541.000.000 dan BEP tahun ke 19 BCR = 0,63 < 1Kata Kunci : LHR, Travel Time, Volume Lalu Lintas, Cash Flow, IRR, NPV, BCR, BEPPermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/3693[How to cite: Yuanda, Y. dan Haneman, A. (2008), Analisa Finansial Rencana PembangunanÂ Jalan Tol Palembang - Indralaya, Jurnal Media Komunikasi Teknik Sipil, Tahun 16, Nomor 2, pp. 171-186]

Studi Kelayakan Perlintasan Sebidang antara Jalan Kereta Api dengan Jalan Raya Aswad, Yusandy
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 19, Nomor 2, DESEMBER 2013
Publisher : Department of Civil Engineering, Diponegoro University

Development of road transport facilities very often forms a junction with railway transportation. Accidents between motor vehicles and railway crossings often occur on a level crossing. Purpose of this study is to provide recommendations plot proper of crossings according to Ministerial Decree No.53 of 2000 between the railways to the highway. Feasibility of level crossing can be observed from the speed of trains, the headway between trains that pass on a level crossing, highway class, alinment position. From analysis is seen level crossing feasible because it met the requirements: a single-speed railway with the next train passing by < 60 km/h, the time interval (head way) between trains one by one with the train and the next train passing on the location of more than six minutes, the highway is a road passing is highway class III A and not located on railroad arch over the street corner.

Contribution of Groundwater Abstraction to Landsubsidence at the North Coast of Semarang Suripin, Suripin
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 13, Nomor 2, Edisi XXXII, JUNI 2005
Publisher : Department of Civil Engineering, Diponegoro University

Banyak kota-kota di Indonesia terletak di kawasan pantai atau dataran banjir yang terbentuk dari endapan alluvialr. Ketika kota berkembang permasalahan penurunan muka tanah muncul akibat penambamhan beban bangunan yang meningkat yang diperparah oleh pengambilan air tanah yang berlebihan. Tulisan ini membahas dampak pengambilan air tanah yang berlebihan danÂ peningkatan beban bangunan terhadap penurunan muka tanah di Kota Semarang. Berdasarkan kecenderungan pengambilan air tanah dan penambahan beban bangunan, potensi penurunan muka tanah ke depan dapat diprediksikan. Hasil prediksi menunjukkan laju penurunan yang cukup akurat dibandingkan dengan hasil pengukuran. Penurunan muka air tanah mempunyai pengaruh yang lebih dominan dibandingkan dengan penambahan beban pemabangunan terhadap penurunana muka tanah.Kata kunci:Â groundwater abstraction, overburden load, land subsidencePermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/3906[How to cite: Suripin, 2005, Contribution of Groundwater Abstraction to Landsubsidence at the North Coast of Semarang, Jurnal Media Komunikasi Teknik Sipil, Volume 13, Nomor 2, pp. 27-36]

Analisis Prioritas Pembangunan Embung Metode Cluster Analysis, AHP dan Weighted Average (Studi Kasus: Embung di Kabupaten Semarang) Anjasmoro, Bima; Suharyanto, Suharyanto; Sangkawati, Sri
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 21, Nomor 2, DESEMBER 2015
Publisher : Department of Civil Engineering, Diponegoro University

The Feasibility study potential of small dams in Semarang District has identified 8 (eight) urgent potential small dams. These potential dams here to be constructed within 5 (five) years in order to overcome the problem of water shortage in the district. However, the government has limited funding source. It is necessary to select the more urgent small dams to be constructed within the limited budget. The purpose of the research is determining the priority of small dams construction in Semarang District. The method used to determine the priority in this study is cluster analysis, AHP and weighted average method. The criteria used to determine the priority in this study consist of: vegetation in the inundated area, volume of embankment, land acquisition area, useful storage, recervoir life time, water cost/mÂ³, access road to the dam site, land status at abutment and inundated area, construction cost, operation and maintenance cost, irrigation service area and raw water benefit. Based on results of cluster analysis, AHP and weighted average method can be conclude that the priority of small dams construction is 1) Mluweh Small Dam (0.165), 2) Pakis Small Dam (0.142), 3) Lebak Small Dam (0.134), 4) Dadapayam Small Dam (0.128), 5) Gogodalem Small Dam (0.119), 6) Kandangan Small Dam (0.114), 7) Ngrawan Small Dam (0.102) and 8) Jatikurung Small Dam (0.096). Based on analysis of the order of priority of 3 (three) method showed that method is more detail than cluster analysis method and weighted average method, because the result of AHP method is closer to the conditions of each dam in the field.

Pengembangan Jaringan Jalan Tol antar Kota dalam Perspektif Sistem Transportasi Berkelanjutan Riyanto, Bambang
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 14, Nomor 1, Edisi XXXIV, PEBRUARI 2006
Publisher : Department of Civil Engineering, Diponegoro University

Nowadays, the government plan to develop toll road intercity network, which connect Jakarta and Surabaya city, Either Roadway or toll road that connecting one town to another represent supporting tools towards economic activity. Lacking in road connetion services, can cause high expense economics which finally encumber society as a whole. Â In the last decade, government find difficulties to increase road connection service, either from capacities or also from its qualiaty side. Recent years, the maintenance cost allocation seems to short to fulfill the requirement standard of maintenance. Therefore the toll road constructed by private sector should be mobilize as one of the society participation form in the infrastructure development, besides reduce the monetary burden to government. It is need to learn furthermore, whether the toll road construction oppose against the principle of environment conservation. Principles of sustainable development also consider to the economics aspect. Both aspects, economic and environment have to be considered and in line together. In evaluating a big project, there are some method which could direct or indirectly calculate its cost benefit. Its should be recognized whether the toll road construction comply with the financial, economics and social aspects. In the view of economics, toll road construction investment could mobilized a big amount of money and offering many vacancies. While in economics critism which produce a high unemployment, it should stimulate the growth of economics in a broad way. Meanwhile government should not be encumbered to make such road improvement, which is very difficult to fulfill nowadays.Keywords: toll road investment, community participation, sustainable developmentPermalink: http://www.ejournal.undip.ac.id/index.php/mkts/article/view/3939[How to cite: Riyanto, B., 2006, Pengembangan Jaringan Jalan Tol antar Kota dalam Perspektif Sistem Transportasi Berkelanjutan, Jurnal Media Komunikasi Teknik Sipil, Volume 14, Nomor 1, pp. 95-105]

Implementasi Manajemen Risiko Sistem Kesehatan, Keselamatan Kerja dan Lingkungan (K3L) pada Pembangunan Flyover Pegangsaan 2 Kelapa Gading Jakarta Utara Hakim, Arif Rahman
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 23, Nomor 2, DESEMBER 2017
Publisher : Department of Civil Engineering, Diponegoro University

On construction of Flyover Pegangsaan 2 Kelapa Gading Jakarta Utara until March 2016 there are 4 accidents. Therefore, the health, safety and environment management systemâ€™s applied to the implementation of construction works, thus minimizing the occurrence of occupational accidents and identify the risks from the highest to the lowest. Research methode is explaining variable and processing data at risk identification stage and risk analysis. The results obtained from the results of questionnaire given to 10 certified respondents and enrolled in A2K4 Indonesia and have experience at least 5 years in construction flyover. Assessment method using risk matrix sourced from AS/NZS 4360: 2004. The result of questionnaires is processed with risk index, the resultâ€™s that workers fall from height in reinforcment, formwork and parapet work get the biggest result with scale 13,8 and at The lowest rank is risk workers exposed to respiratory disorders due to the compressor on roadsign works with scale 5.5. In the risk matrix analysis there are 3 jobs that are categorized as high risk include worker falls from height at reinforcement, formwork and parapet, full electric shock on electrical installation work, and materials falls from a height and hit the worker in erection work.

Page 7 of 46 | Total Record : 456

5 6 7 8 9

Filter by Year

2003 2025

Filter By Issues

All Issue Volume 31, Nomor 2, DESEMBER 2025 (IN PROGRESS) Volume 31, Nomor 1, JULI 2025 Volume 30, Nomor 2, DESEMBER 2024 Volume 30, Nomor 1, JULI 2024 Volume 29, Nomor 2, DESEMBER 2023 Volume 29, Nomor 1, JULI 2023 Volume 28, Nomor 2, DESEMBER 2022 Volume 28, Nomor 1, JULI 2022 Volume 27, Nomor 2, DESEMBER 2021 Volume 27, Nomor 1, JULI 2021 Volume 26, Nomor 2, DESEMBER 2020 Volume 26, Nomor 1, JULI 2020 Volume 25, Nomor 2, DESEMBER 2019 Volume 25, Nomor 1, JULI 2019 Volume 24, Nomor 2, DESEMBER 2018 Volume 24, Nomor 1, JULI 2018 Volume 23, Nomor 2, DESEMBER 2017 Volume 23, Nomor 1, JULI 2017 Volume 22, Nomor 2, DESEMBER 2016 Volume 22, Nomor 1, JULI 2016 Volume 21, Nomor 2, DESEMBER 2015 Volume 21, Nomor 1, JULI 2015 Volume 20, Nomor 2, DESEMBER 2014 Volume 20, Nomor 1, JULI 2014 Volume 19, Nomor 2, DESEMBER 2013 Volume 19, Nomor 1, JULI 2013 Tahun 18, Nomor 1, PEBRUARI 2010 Tahun 17, Nomor 3, OKTOBER 2009 Tahun 17, Nomor 2, JUNI 2009 Tahun 17, Nomor 1, PEBRUARI 2009 Tahun 16, Nomor 3, OKTOBER 2008 Tahun 16, Nomor 2, JUNI 2008 Tahun 16, Nomor 1, PEBRUARI 2008 Tahun 15, Nomor 3,OKTOBER 2007 Tahun 15, Nomor 2, JUNI 2007 Tahun 15, Nomor 1, PEBRUARI 2007 Volume 14, Nomor 3, Edisi XXXVI, OKTOBER 2006 Volume 14, Nomor 2, Edisi XXXV, JUNI 2006 Volume 14, Nomor 1, Edisi XXXIV, PEBRUARI 2006 Volume 13, Nomor 3, Edisi XXXIII, OKTOBER 2005 Volume 13, Nomor 2, Edisi XXXII, JUNI 2005 Volume 13, Nomor 1, Edisi XXXI, PEBRUARI 2005 Volume 12, Nomor 3, Edisi XXX, OKTOBER 2004 Volume 12, Nomor 2, Edisi XXIX, JULI 2004 Volume 12, Nomor 1, Edisi XXVIII PEBRUARI 2004 Volume 11, Nomor 1, Edisi XXV, PEBRUARI 2003 More Issue

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name
-

Contact Email
-

Phone
-

Journal Mail Official
-

Editorial Address
-

Location
Kota semarang,

Jawa tengah

INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Home Page

OAI Link

Editorial Team

Contact

Reviewer

Google Scholar

Contact Name -

Contact Email -

Phone -

Journal Mail Official -

Editorial Address -

Location Kota semarang, Jawa tengah INDONESIA

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Contact Name
-

Contact Email
-

Phone
-

Journal Mail Official
-

Editorial Address
-

Location
Kota semarang,

Jawa tengah

INDONESIA