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 471 Documents

9 10 11 12 13

Kapasitas Momen Maksimum Pondasi Tiang Pendek Silindris Akibat Beban Lateral pada Tanah Lempung dengan Metode Kurva P-Y Andriani, Utari Wessy; Suhartatik, Ita
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 19, Nomor 2, DESEMBER 2013
Publisher : Department of Civil Engineering, Diponegoro University

For a certain structure, lateral loads are more dominant than vertical loads. A foundation with a lateral load is due to overturning force relying on good contact between the pile and the soil. This research is about a wll foundation or a rigid pile due to lateral loads on clay, using a cylinder pile model 85 mm diameter with various ratio length of pile (L/D) = 4 to 5 and ratio lies of load (e/L)=1,2 and 4. The results are: (1) Increasing ratio lies of load (e/L) so decreasing maximum lateral load (Pmax) can be supported by pile foundation, and the increasing maximum displacement and maximum moment. (2) Maximum deflection occur at surface soil with rotation point at average L/3 from bottom of pile, and maximum moment occur at L/3 from surface soil. (3) The maximum moment of result laboratory test are smaller than the maximum moments of result numeric analysis with consideration value between 1 to 1.5. These differences are caused by the influence of soil processing during laboratory test so they can influence the value of soil parameters. Based on consideration value, the prediction of maximum moment capacity by curve p-y method can be used in the design of pile foundation by considering the use of safety factor=2.

Telaah Teknis terhadap Kinerja Mutu Perkerasan Jalan Nasional dan Propinsi Mulyono, Agus Taufik; Riyanto, Bambang
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 13, Nomor 1, Edisi XXXI, PEBRUARI 2005
Publisher : Department of Civil Engineering, Diponegoro University

National and provincial road networks have a major role to provide high accessibility and mobility to all community. Their services both functional and structural, therefore, need to improve continuously. Current figures show that from 2002 to 2003 the length of the road networks increased 8.07%. During these years, it was found that the road investment increased 28.61% and AADT increased 8.80%.Â However, it was not followed by the road networks performance, such as the IRI increased 39.5%, the road networks with SDI>50 increased 84.01%, and the road network in bad condition increased 64.92%.Â The purpose of this paper is to highlight and review technical aspects of the road networks performance particularly their quality standard achievement. Finally this paper discusses reasons of decreased quality performance of the road networks whilst increased investment and maintenance cost occurred. Keyword:Â Â technical review, pavement quality, IRI, SDI, investment, national and provincial roadPermalink: http://www.ejournal.undip.ac.id/index.php/mkts/article/view/3902[How to cite: Mulyono, A.T. dan Riyanto, B., 2005, Telaah Teknis terhadap Kinerja Mutu Perkerasan Jalan Nasional dan Propinsi, Jurnal Media Komunikasi Teknik Sipil, Volume 13, Nomor 1, pp. 108-118]

Menentukan Prioritas Penanganan Ruas Jalan Nasional di Pulau Bangka Benardus Munthe, Raymond; Hario Setiadji, Bagus; Darsono, Suseno
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 21, Nomor 1, JULI 2015
Publisher : Department of Civil Engineering, Diponegoro University

National road are crucial to the economy and it spurs the economic development potential of the area contained in the province of Bangka Belitung Archipelago. National road lines is the busiest traffic lane linking inter-cities/regencies in Bangka Island requires maximum handling but the ability of the central government in providing funding is very limited. Prioritization of road handling must be done evenly as needed so that the purpose of the existence of these roads remains unfulfilled. The purpose of this study was to determine the priority handling of national road Lines in Bangka Island by the method of Analytical Hierarchy Process (AHP) using 6 (six) criteria. Data results of the questionnaire showed that of 6 (six) criteria taken in this study namely accessibility (19.3%) is the most dominant criteria. Followed mobility (17.6%), the condition of roads (17.1%), current road segment (16.3%), the development of regional (15.9%), and Economic of Gross Regional Domestic Product (13.8%). By entering the 6 (six) criteria to 21 segments, the roads segment that became the priority of road handling is Sungailiat â€“ Boundary of PangkalpinangÂ followed Tanjung Gudang - Lumut, and the next successive.

Kajian Kekuatan dan Daktilitas Kolom Bertulang Sumirin, Sumirin
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 14, Nomor 1, Edisi XXXIV, PEBRUARI 2006
Publisher : Department of Civil Engineering, Diponegoro University

This paper present strength analysis and of ductility of normal concrete column and high quality concrete which confined by lateral reinforcement by comparing made by modelâ€™s from Meander-Priestley, Kent-Park, Antonius-Munaf and also Legeron-Paultre. Reinforced Concrete Column with variation of strengthÂ concrete and stirrup analysed to use computer program which is its result can be presented visual graphic. Result of analysis indicate that stiffnessÂ of concrete confined by among model of Mander-Priestley, Kent-Park, Antonius-Munaf and of Legeron-Paultre its result vary one another if strength concrete fcâ€™ progressively mount. Curve before respon culminate at curve of Moment-Curvature tend differingÂ one another improved of strength concrete fc'. All of model happened degradation of Capacity of Moment at spacing stirrup decrease. In general ductility typicaly not far differ between model of Mander-Priestley, Kent-Park, Antonius-Munaf and of Legeron-Paultre. From is fourth of the model concluded that estimation of ductility and strength moment is tending to highest. Keywords: column, momen-curvature, konfinement model Permalink: http://www.ejournal.undip.ac.id/index.php/mkts/article/view/3935[How to cite: Sumirin, 2006, KajianÂ Kekuatan dan Daktilitas KolomÂ Bertulang, Jurnal Media Komunikasi Teknik Sipil, Volume 14, Nomor 1, pp. 63-72]

Evaluasi Penjadwalan Proyek Pengembangan Rumah Sakit Mitra Husada Pringsewu Dharmawan, Weka Indra; Oktarina, Devi; Wibowo, Tito Catur
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 23, Nomor 1, JULI 2017
Publisher : Department of Civil Engineering, Diponegoro University

Project is a unique sequence of interrelated activities to achieve particular result and done in particular time period. Due to time and budget limitation, management undertaking of a project needs to be evaluated by using a special method in order to avoid loss and retardation. CPM and S Curve are among evaluation methods. This study was to identify network, critical activities, critical event, critical line and to analyze optimum cost and duration of VVIP Building development project of Mitra Husada Hospital Pringsewu with time acceleration to avoid retardation. Result showed that after S Curve Evaluation done, implementation cost could be reduced 10% lower than realization cost from IDR 12,423,077,000.00 to be IDR 11,293,707,000.00. Mean while, after acceleration by using CPM method, the critical line decreased from three to one line and project duration shortened from 448 days to be 360 days. Evaluation of projects using the S Curve and with the CPM shows a simple way of evaluation and can be done by various actors of construction.

Pengaruh Kemiringan dan Susunan Struktur terhadap Stabilitas Pemecah Gelombang Tipe Kantong Pasir Bentuk Bantal Hamdani, Hamdani
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 17, Nomor 3, OKTOBER 2009
Publisher : Department of Civil Engineering, Diponegoro University

Coastal erosion causes the destruction of the buildings on the beach, like the houses of citizens and other infrastructure. One method is to use abrasion prevention breakwater structure, but the kind of Rubble Mound Breakwater (RMB) becomes uneconomical when used in the cultivation of isolated, which has limited infrastructure and resource materials, especially stone. One method of overcome this problem is to use sandbags as a breakwater. Many researchers have done much research in the stability of sandbags. However, research is limited to the analys of the effect of freeboard, the roughness, slope and structural arrangement. This is a physical model of an experimental 2-D is done in a wave tank in Marine Environment and energy engineering laboratory. Marine-FTK ITB. Wave height ranges between 10 cm to 22 cm, the period is contant, 1.5 seconds. 1200 number of waves for the wave. 50 cm high model, and the freeboard is 0 cm. models vary is the slope and configuration of the sand bags. The results showed that the level of damage caused by the power of the model is highly dependent on model and configuration and the second wavelength. As a result of change in the slope, the stability of SK1 has increased to 28.135, while as a result of configuration changes, SK1 to SK2 causing stability has increased 4.17% Keywords : Stability, Sandbag breakwater, Configuration of structure, Pillow sandbag, Breakwater. Â Abstrak Â Abarsi pantai menyebabkan kehancuran pada bangunan di tepi pantai, seperti rumah-rumah warga dan infrastruktur lainnya. Salah satu metode pencegahan abrasi adalah dengan menggunakan struktur breakwater, tapi jenis Rubble Mound Breakwater (RMB) menjadi tidak ekonomis bila digunakan dalam pembudidayaan terisolasi, yang memiliki keterbatasan infrastruktur dan sumber bahan, terutama batu. Salah satu metode untuk mengatasi masalah ini adalah dengan menggunakan karung pasir sebagai pemecah gelombang. Banyak peneliti telah melakukan banyak penelitian mengenai stabilitas kantong pasir. Namun demikian, penelitian tersebut adalah terbatas pada analisis tentang pengaruh freeboard, kekasaran lereng dan struktur tumit dan memaksakan pengepungan kestabilan. Penelitian ini mengkaji tentang analisis stabilitas pemecah gelombang tipe karung pasir yang dipengaruhi oleh kemiringan konfigurasi dan susunan struktur. Ini adalah model fisik eksperimental 2-D yang dilakukan dalam tangki Gelombang Lingkungan dan Energi Laut di laboratorium Teknik Kelautan â€“ FTK ITB Bandung. Rentang tinggi gelombang antar 10 cm sampai 22 cm, periode konstan, 1,5 detik. Jumlah gelombang sebesar 1200 gelombang. Model tinggi 50 cm, dan freeboard adalah 0 cm. Model bervariasi adalah kemiringan dan konfigurasi kantong pasir. Hasil penelitian menunjukkan bahwa tingkat kerusakan model yang disebabkan oleh kekuatan sangat tergantung pada kemiringan konfigurasi dan model karung pasir. Stabilitas karung pasir dipengaruhi oleh penampangkarung pasir konfigurasi serta panjang gelmbang sesaat. Sebagai hasil perubahan lereng, stabilitas SK1 telah meningkat hingga 28,13%, sementara sebagai akibat dari perubahan konfigurasi, SK1 untuk Sk2, menyebabkan stabilitas telah meningkat 4,17%. Kata kunci: Stabilitas, Karung pasir pemecah gelombang, Struktur konfigurasi, Karung bantal pasir, Pemecah gelombang

Pengaruh Panjang dan Diameter Stud terhadap Keruntuhan Geser Struktur Komposit Baja-Beton Ayu Hapsari, Rahma Nindya; Nurhuda, Ilham; Nuroji, Nuroji
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 24, Nomor 2, DESEMBER 2018
Publisher : Department of Civil Engineering, Diponegoro University

Composite structures of concrete slabs and steel beams require shear connectors to transfer shear force between steel beams and concrete slabs. The strength of stud shear connector specified on SNI 03-1729-2013 only considers the effect of stud diameter, however the length of a stud may influence its behavior and strength. This research observes the effects of length and diameter (ð“/ð’¹) of shear connectors on the strength. This research was conducted using the push out method explain in AS-4347- Part I. The test specimens observed in this research were concrete and steel composites, composing IWF 350x175x11x14 mm and concrete blocks of size 450x225x160 mm. The studs were made of steel reinforcements with diameter (ð’¹) of 10, 16 and 22 mm, were welded on IWF with 5 mm weld thickness. The length of studs for each stud diameter were 4d, 5d, and 6d. The results indicate that the increase in stud diameter will increase the load capacity of stud. The length of studs effect its load capacity. A slim stud experiences large bending moment at the base of the shear connector. The results show that the highest value of load capacity is measured at specimens with ð“/ð’¹ ratio of 5.

Idealisasi Penjadwalan Proyek Bangunan Gedung dengan Teknik Miller Sumarningsih, Tuti
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 16, Nomor 1, PEBRUARI 2008
Publisher : Department of Civil Engineering, Diponegoro University

Bar Chart, the other name of Gantt Chart, is one type of sheduling form thatÂ often used in construction project. The Bar Chart is usually completed with S Curve, that present the cumulative earned of work from time to time. The S Curve can be used to controlled the progress of work in any time. The analysis of Earned Value Concept, that analyze cost and time consumed of work simultaneously, is based on S Curve either. In many cases, the shape of S Curve is formed unless reffered to certain rule, so that the shape of letter â€œSâ€ some times too steep or too slope slightly. To improve the shape of S Curve, Miller introduced the concept of S Curve that composed from three mathematicâ€™s formulas. The three formulas that form three parts ofÂ the curve are y = 0,0225 x2, y = 1,5 x â€“ 25 , and y = - 125 + 4,5 x â€“ 0,0225 x2Â respectively. This curve is ideal, whereas the earned of the work in a certain unit time changes gradually, therefore meet the concept of resources levelling. Miller divided the duration of project excecution in three parts. Each part has a same length ofÂ periode. The study of different length of periode for three parts shows that S Curve is not ideal, proved by the fluctuation of earned of work in significant value.Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Keywords : S Curve, Earned of Work, Resources LevellingPermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/3661[How to cite: Sumarningsih, T. (2008), Idealisasi Penjadwalan Proyek Bangunan GedungÂ dengan Teknik Miller, Jurnal Media Komunikasi Teknik Sipil, Tahun 16, No. 1, pp. 1-10]

ANALISIS KEBIJAKAN MENYANGKUT PENGATURAN, PENGGUNAAN DAN PENGENDALIAN SEPEDA MOTOR DI INDONESIA Basuki, Kami Hari; Riyanto, Bambang
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 17, Nomor 2, JUNI 2009
Publisher : Department of Civil Engineering, Diponegoro University

Motorcycle is popular transport moda in Indonesia. In 2008, population of motorcycle was about 37 million in there was approximately 47 million motor vehicle. It makes high composition of motorcycle in traffic flow. It is shown more than 75%. Based on this case, analysis of motorcycle growth effect is needed to solve traffic problems included transport policy. The aim this research is analysis of transport policy in term of motorcycle uses by private transportation in commuter pattern. Government has no policy to control motor cycle growth. Transport department has many problems to control urban traffic. In the other hand, urban transports improve mass public transport. It is make dilemma, how to control fast, comfort and accessible transport like motor cycle, or cheap and safe transport used to bus. It needs policy to make proportional transportation uses. Methodology analysis to be considered motor cycle policy is descriptive analysis of motor cycle population. Collecting any policy about motor cycle is important thing to found miss control case in traffic management system. Goal of this research is representation of motorcycle choice case can see incentive and disincentive approach to control motor cycle growth. The conclusion of this research is make public policy for motor cycle to manage urban traffic in Indonesia Cities. Intentionally, motorcycle composition in traffic flow can decrease or increase depends on user behaviour and moda attribute changes with public service policy. Keywords : Descriptive analysis, motorcycle, policy ABSTRAK Sepeda moteor adalah kendaraan yang popular d Indonesia. Populasi sepeda motor di Indonesia pada tahun 2008 tercatat 37 juta lebih diantara 47 juta kendaraan bermotor yanga ada. Hal ini menngakibatkan kondisi komposisi lalulitas sepeda motor yang dominant di jalan raya. yang menunjukkan nilai lebih dari 75%. Berdasarkan kondisi di atas, .perlu adanya analisis dampak yang diakibatkan adanya pertumbuhan sepeda motor serta pemecahan masalah meliputi juga kebijakan transportasi. Tujuan dari studi ini adalah Analsis Kebijakan Transportasi dalam penggunaan sepeda motor sebagai kendaraan pribadi dalam pola perjalanan bolak-balik (commuter). Pemerintah tidak memiliki kebijakan pengendalian pertumbuhan sepeda motor. Metodologi analsis yang digunakan sebagai pertimbangan pembuatan kebijakan transportasi menyangkut sepeda motor adalah analsis deskriptif analitis menyangkut karakteristik moda, pengguna dan utilitasnya, termasuk di dalamnya adalah karakteristik jaringan jalan perkotaan. Hasil dari studi ini menunjukkan bahwa pemilihan penggunaan sepeda motor dapat diberlakukan pola insentive dan disinsentive sebagai pendekatan kebijakan dalan pengendalian pertumbuhan sepeda motor. Kesimpulan dari studi ini adalah pembuatan kebijakan dalam pengendalian sepeda motor adalah hal penting sehingga lalulintas diperkotaan dapat dikelola secara baik di kota-kota di Indonesia. Menjadi perhatian khusus bagi kita bahwa komposisi lalulintas sepeda motor di jalan raya dapat ditingkatkan atau dikurangi tergantung dari perilaku pengguna, perubahan karakteristik moda sepeda motor dan pembuatan kebijakan pelayanan umum. Kata kunci :: Analisis Deskriptif, Sepeda Motor, Kebiijakan Transportasi

Analisis Numerik Perkerasan Sistem Pelat Terpaku Tiang Tunggal menggunakan Tiang Pipa Baja pada Tanah Lunak Puri, Anas
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 25, Nomor 2, DESEMBER 2019
Publisher : Department of Civil Engineering, Diponegoro University

All of the full-scale tests and numerical analysis of Nailed-slab System from previous researchers used massive reinforced concrete piles. This research will study the possibility of steel pipe pile as a replacement of massive reinforced concrete piles if there are available enough steel pipe piles. This research is aimed to study the behavior of single steel pipe pile Nailed-slab System on soft clay and the influence of pile length due to slab deflection and soil stresses. It was used the data from Puri (2015a) for a single massive reinforced concrete pile Nailed-slab. This massive reinforced concrete pile was replaced by a single steel pipe pile with similar and varied diameter which analyzed by the 2D finite element method. Results show that the steel pipe pile can be used as a â€œnailâ€ at the Nailed-slab pavement system but by a larger dimension compared to the massive reinforced concrete pile. The maximum effective shear stress in soil did not reach undrained shear strength under a standard wheel load 40 kN. Generally, the soil was not failure.

Page 11 of 48 | Total Record : 471

9 10 11 12 13

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