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

21 22 23 24 25

Idealized Stress-Strain Relationship in Tension of Reinforce Concrete Member for Finite Element Model Based on Hanswilleâ€™s Theory Wibowo, Hardi
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 12, Nomor 2, Edisi XXIX, JULI 2004
Publisher : Department of Civil Engineering, Diponegoro University

Untuk penganalisaan kontrol retak (crack control) pada model struktur beton bertulang (reinforced concrete/RC) menggunakan software finite element seperti DIANA diperlukan pemodelan hubungan tegangan-regangan (stress-strain relationship). Data model hubungan tegangan-regangan ini dalam rangka mengakomodasi efek rekatan (bond-slip effect) antara tulangan (reinforcement) dengan beton (concrete) yang melingkupinya. Hubungan tegangan-regangan yang diperlukan adalah nilai rata-rata tegangan-regangan pada tulangan dan beton. Data hubungan tegangan-regangan rata-rata ini bisa diturunkan dengan menggunakan teori Hanswille. Pada tulisan ini akan diuraikan mengenai teori Hanswille untuk menentukan hubungan tegangan-regangan tersebut dan diberikan satu contoh perhitungan dan curva hubungan tegangan-regangan rata-rata dari sebuah batang beton bertulang.

RETRACTION: Investigate Buckling Loads of Columns of Regular Polygon Cross-Section with Constant Volume and Clamped Ends Priyonggo, Kantun
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 12, Nomor 2, Edisi XXIX, JULI 2004
Publisher : Department of Civil Engineering, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/mkts.v12i2.2678

This article has been retracted by Publisher based on publication misconduct by the author.Metode numerik dikembangkan untuk menghitung beban perlawanan kolom meruncing keujung dari penampang melintang poligon teratur dengan volume konstan dan kedua ujungnya dijepit. Keruncingan linier, parabolik dan sinusiodal dipertimbangkan dalam contoh numerik. Dari hasil numerik, kolom yang paling kuat adalah dengan tipe keruncingan dan jumlah sisi penampang melintang poligon teratur dapat diketahui.Kata kunci : Beban perlawanan, volume konstan, kolom yang paling kuat, keruncingan kolom

Analisis Kebutuhan Jenis Fasilitas Penyeberang Jalan Berdasarkan Gap Kritis (Studi Kasus PT. Sido Muncul Ungaran â€“ Jawa Tengah) Siwanto, Joko; Teguh, Julianto
MEDIA KOMUNIKASI TEKNIK SIPIL Tahun 16, Nomor 2, JUNI 2008
Publisher : Department of Civil Engineering, Diponegoro University

The type of pedestrians crossing facility provided for employees along the street Ungaran - Bawen hasnâ€™t been same and its use isnot efficient since there are still any cases appeared either for the pedestrians crossing the street or traffic flow generally. The aim of the study is to evaluate the work of pedestrians crossing facility, that is zebra cross from the side of analysis on critical gap for finding out the opportunity in crossing the street safety and donot disturb the passing vehicles. This analysis method of critical gap is used for searching the minimum gap among vehicle passing through location in order that the pedestrian crossing the street may cross safety. Primary data taking is carried out through field survey using handycam for watching the conflict point and time gap between vehicles passing through the street and pedestrian who cross the street to the conflict point. From the data analysis result, the writer obtains that critical gap in study location is 2,62 second and the opportunity degree for crossing the street safety is only 11 persons on 6.30 to 7.30 WIB and 7.30 to 8.30 as much as 29 persons. Thus, we may conclude that pedestrian crossing facility, namely zebra cross is not effective and for the further is that pedestrian crossing should not be in the same field. Keywords: Zebra Cross, AnalysisPermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/3690[How to cite: Siswanto, J. dan Teguh, J. (2008), Analisis Kebutuhan Jenis Fasilitas Penyeberang Jalan Berdasarkan Gap Kritis (Studi Kasus PT. Sido Muncul Ungaran â€“ Jawa Tengah), Jurnal Media Komunikasi Teknik Sipil, Tahun 16, Nomor 2, pp. 148-159]

Evaluasi Perubahan Tata Guna Lahan sebagai Upaya Menjaga Kerbelanjutan Fungsi Waduk Purboseno, Sentot
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 19, Nomor 2, DESEMBER 2013
Publisher : Department of Civil Engineering, Diponegoro University

The increasing incidence of floods and droughts from year to year, indicating the destruction of water catchment areas. Opening of the forest to the wake region will be lead to increase floods and droughts in the downstream region, so the level of water availability has declined. Evaluation characteristics of the catchment area as a manufacturers producing surface water and groundwater needs to be done, to assess changes in the characteristics of the catchment area, towards the conservation of water resources can be focused and on target. Because it is associatednwith water results, then evaluation characteristics of the catchment area is done with the approach flow parameters in rainfall models. One of the popular models used rain flow, especially in the Java is FJ.Mock models, this model was developed from research in several watersheds in Java. From the research to changes in catchment characteristics with Mock model approach to Rawapening Reservoir catchment, from year to year decreased infiltration parameter values, whereas the direct flow increased. Refers to changes in the characteristics of the DTA, conservation activities to be done is to increase the infiltration capacity and reduce flow area directly. While the analysis of land use change, forest area declined from year to year and the areas of increased impermeable.

Membangun Industri Konstruksi Indonesia Menjadi Kelas Dunia Hadihardaja, Joetata
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 13, Nomor 2, Edisi XXXII, JUNI 2005
Publisher : Department of Civil Engineering, Diponegoro University

Multi dimension crisis that has been happening since 1997 in Indonesia, generates remarkable economics impact and also has an effect on the world of construction industry company. To develop world-class construction industry, it is needed entirely evaluation, not just in the industrial company itself, but also in related parties. Based on the evaluation, recommendations such as the importance of reconstruction certification and of revitality to increase construction industry performance, will be gathered. Contribution of human resources is depending on worker ability including achievement and potential ability. Construction industry can apply Quality of Work Life (QWL) systematically, so workers will feel be treated, be trusted, be respected and be participated as part of company that expands become a world-class company. Keywords: Construction industry, problems, certification, world-class industrial companyPermalink: http://ejournal.undip.ac.id/index.php/mkts/article/view/3904[How to cite: Hadihardaja, J., 2005, Membangun Industri Konstruksi Indonesia Menjadi Kelas Dunia, Jurnal Media Komunikasi Teknik Sipil, Volume 13, Nomor 2, pp. 11-19]

Hubungan antara Kecepatan dan Kondisi Geometrik Jalan yang Berpotensi Menyebabkan Kecelakaan Lalu Lintas pada Tikungan Purwanto, Djoko; Kusuma Indriastuti, Amelia; Hari Basuki, Kami
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 21, Nomor 2, DESEMBER 2015
Publisher : Department of Civil Engineering, Diponegoro University

To date, the traffic accident number on hairpin curve is still quite high. This is exacerbated by speeding driving behaviour of some road users.This research aims to identify the factors that cause traffic accidents and driversâ€™ behaviour at the curve; to review curve geometric design; and to develop a relationship among speed, curve geometric condition and the accident at the curve. This study simply reviewed three hairpin curves that were prone to be blackspots in Batang. The dominant factors that cause accidents were human error and road condition. The driverâ€™s speeding behaviour was indicated by the speed that was lessen when entering and increase when leaving the curve. There were speed variations among vehicles in research location that could increase the number of accident. The results of the geometric review showed that the radius of all curves evaluated did not meet the standard, i.e. less than the minimum radius. Another result of this study was relationships among speed, geometric condition and accident number, as shown by the following formula: Speed = 0.095 Radius + 42.889, No. of accident = - 0.785 Radius + 0.008 Speed - 284.301, and EAN = 0.028 SpeedÂ - 1108.689.

Pengukuran Untuk Mendeteksi Deformasi Bangunan Sipil Kahar, Sutomo
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 14, Nomor 1, Edisi XXXIV, PEBRUARI 2006
Publisher : Department of Civil Engineering, Diponegoro University

Deformation for territory will impact to above the building stability and also will give an impact to the coordinate points as a control the building. The problem will are begin from decided the points as a reference points in the measurement after deformation, because all of the reference points are arguing the truth as a control points. Therefore, the truth of control points in the long term need to watching the various deformations or changing above the land.Keywords: deformation, control point arguing, measurement systemPermalink: http://www.ejournal.undip.ac.id/index.php/mkts/article/view/3937[How to cite: Kahar, S., 2006, Pengukuran Untuk Mendeteksi Deformasi Bangunan Sipil, Jurnal Media Komunikasi Teknik Sipil, Volume 14, Nomor 1, pp. 78-84]

Analisis Banjir dan Perencanaan Desain Transportasi Sungai di Kota Bojonegoro Prastica, Rian Mantasa Salve; Maitri, Caya; Nugroho, Pratomo Cahyo; Hermawan, Ade
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 23, Nomor 2, DESEMBER 2017
Publisher : Department of Civil Engineering, Diponegoro University

One of the worst problem in Bojonegoro is flood. This research aims to know the factor that could become the factor of flood in Bojonegoro. Besides that, this research analyses the planning of transportation river design in Bojonegoro. Flood discharge analysis uses Nakayasu synthesis unit hydrograph for period of 5 years, 10 years, 25 years, 50 years, and 100 years, then they would be compared to the water maximum capacity that could be loaded by the river. According to the analysis result, Bengawan Solo River in Bojonegoro could not able to load flood discharge from Nakayasu synthesis unit hydrograph analysis for all periods. The result conclusion that captured by HEC-RAS application has the same idea. It shows flood water surface is more than full bank capacity elevation. For river transportation design planning, according to analysis of parameter of depth, width for one and two lanes, turning basin and its depth, the ship design that recommended to ship in the Bengawan Solo River in Bojonegoro are cargo ship and passenger ship with draft of 0.6 m and LOA of 18 m, or the capacity of a passenger ship is 70 people.

Pengaruh Penambahan Serat Nylon terhadap Kinerja Beton Adianto, Yohanes L.D.; Basuki, Tri
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 12, Nomor 2, Edisi XXIX, JULI 2004
Publisher : Department of Civil Engineering, Diponegoro University

Concrete is composite material composed by aggregate and covered by portland cement matrix filled the spaces among particles, which makes a solid material. One of the important properties of concrete is ductility. Low ductility of concrete is presented by stress-strain curve, which has fast decrease of compressive strength in post peak load area, so collapse happen in relatively immediate. Nylon fiber has lower modulus of elasticity than concrete. The using of fiber is expected able to produce concrete more ductile. The objective of this research is to explore the effect of one kind polymeric fiber, nylon, in normal concrete (fcâ€™= 30 MPa). The result shows that there is no significance difference in compressive and flexural strength in concrete with varied nylon fiber content, but there is significance difference in compressive strength among varied age of concrete. There is significance difference in modulus of elasticity of concrete. The modulus of elasticity will increase in line with the decrease of nylon fiber content.Â This research show that higher fibre content added to the concrete, the concrete will show higher strength in cyclic loading.Key words: nylon, fibre, normal concrete, compressive strength, flexural strength, modulus of elasticity.

Analisis Keseimbangan Jumlah Armada Angkutan Umum Berdasarkan Kebutuhan Penumpang Putra, Adris A.
MEDIA KOMUNIKASI TEKNIK SIPIL Volume 19, Nomor 1, JULI 2013
Publisher : Department of Civil Engineering, Diponegoro University

Urban area developing marked by there is in height of people activities/mobility in the effort to meet their need. The direct implication from the condition trigger to arise main problem, which is in term of transportation means supply. Increasing of transportation service demand is supporting people activities of Makassar City, therefore public transportation from time to time continually increase without the limitation of fleet amount that operating, so causing total fleet are incommensurate to people recruitments, and condition of public transport service by following activity broadcast pattern and city area using with radial causes several road internodes are passed of city transport route will overlap on one another because total operating fleet are incommensurate to passenger requirement (over supply). From the analysis result by using pick up and drop off data of public transport passengers (load factor) average only 0.33 percent on operating route in makassar city, that percentage show that publics transport fleet amount which necessarily be of service according to passenger requirement outgrow in Makassar City are 2.283 vehicle unit public or 51.5 % of 4.511 stock vehicle unit public transport.

Page 23 of 48 | Total Record : 471

21 22 23 24 25

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