Melola Discovery

← Melola Discovery

Jurnal

ANALISA BALOK PANJANG (INFINITE BEAM) DI ATAS PONDASI ELASTIS DENGAN PENDEKATAN BEDA HINGGA

Metropilar - Jurnal Ilmiah Fakultas Teknik · Vol. 8 No. 2 (2010)

ISSN
1693-6205
Published
2010-12-23
Publisher
Universitas Halu Oleo
Language
eng

Abstract

Concept of Winkler’s foundation or modulus of sub grade reaction approach is usually used to solve the problem of beam resting on an elastic foundation. The analytical method solution for the Winkler foundation is not generally used, because the solution difficulty adapt for the changes of beam’s dimension or modulus of sub grade reaction of soil for example. For that limitation, numeric approach, among them Finite Difference Method (FDM) become appropriate choice. In this paper, FDM is examined used for the analysis of rail way resting on ballast as an infinite beam on Winkler medium. The rail way’s load comes from locomotive with passenger coach combination. Estimation of deflections and internal forces of rail, subjected to rail way’s load is done by Visual Basic Program assistance for the matrix operation. The results show that finite difference approach has high level accuracy to analytical method.

Collaboration network of the authors

22 authors · 45 co-authorship links · 9 across different organisations

Hover or tap a name to highlight its co-authors. Double-click to open the author's page.

  • Universitas Halu Oleo
  • Universitas Sulawesi Tenggara
  • Affiliation unknown
  • Different organisations
  • Same organisation
  • Affiliation unknown
  • Thicker line = more joint articles · bigger circle = more articles
Show as table
Co-authorOrganisationJoint articles
Hasmina Tari MokuiUniversitas Halu Oleo2
Anrias AnriasUniversitas Halu Oleo1
Febriansyah ArsyadUniversitas Sulawesi Tenggara1
Hasir HasirUniversitas Halu Oleo1
Muh Wonua Bhakti AlsonUniversitas Sulawesi Tenggara1
Nanda Ayu PratiwiUniversitas Sulawesi Tenggara1
Romy TamburakaAffiliation unknown1
Anafi MinmahddunUniversitas Halu Oleo1
Renaldy PundissingAffiliation unknown1
Nasrul NasrulUniversitas Halu Oleo1
Muh. Alfian Putra MunandarAffiliation unknown1
Lukas Kano MangallaUniversitas Halu Oleo1
I Gusti R SadimantaraAffiliation unknown1
Fransiscus R SuramasAffiliation unknown1
Muhammad S SadimantaraAffiliation unknown1
Masykur KimsanAffiliation unknown1
Nur Adriyani FilzahAffiliation unknown1
Fidel Kalehangen OsokAffiliation unknown1
Abdul KadirUniversitas Halu Oleo1
Dewi MarsindiAffiliation unknown1
La Ode MuhaiminAffiliation unknown1

Affiliations come from OpenAlex; journal OAI-PMH metadata carries none. Authors without an OpenAlex ID are matched by name, which can merge or split people.

Metadata source: OAI-PMH (metadata jurnal) https://ojs.uho.ac.id/index.php/metropilar/oai, first harvested 30 Okt 2026, last seen 30 Okt 2026.
Original metadata (oai_dc) 
<oai_dc:dc xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/  http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
	<dc:title xml:lang="en-US">ANALISA BALOK PANJANG (INFINITE BEAM) DI ATAS PONDASI ELASTIS  DENGAN PENDEKATAN BEDA HINGGA</dc:title>
	<dc:creator>Simatupang, Minson</dc:creator>
	<dc:description xml:lang="en-US">Concept of Winkler’s foundation or modulus of sub grade reaction approach is usually used to solve the problem of beam resting on an elastic foundation. The analytical method solution for the Winkler foundation is not generally used, because the solution difficulty adapt for the changes of beam’s dimension or modulus of sub grade reaction of soil for example. For that limitation, numeric approach, among them Finite Difference Method (FDM) become appropriate choice. In this paper, FDM is examined used for the analysis of rail way resting on ballast as an infinite beam on Winkler medium. The rail way’s load comes from locomotive with passenger coach combination. Estimation of deflections and internal forces of rail, subjected to rail way’s load is done by Visual Basic Program assistance for the matrix operation. The results show that finite difference approach has high level accuracy to analytical method.</dc:description>
	<dc:publisher xml:lang="en-US">Universitas Halu Oleo</dc:publisher>
	<dc:contributor xml:lang="en-US"></dc:contributor>
	<dc:date>2010-12-23</dc:date>
	<dc:type>info:eu-repo/semantics/article</dc:type>
	<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
	<dc:type xml:lang="en-US">Peer-reviewed Article</dc:type>
	<dc:format>application/pdf</dc:format>
	<dc:identifier>https://ojs.uho.ac.id/index.php/metropilar/article/view/10032</dc:identifier>
	<dc:source xml:lang="en-US">Metropilar - Jurnal Ilmiah Fakultas Teknik; Vol 8, No 2 (2010): Metropilar</dc:source>
	<dc:source>1693-6205</dc:source>
	<dc:language>eng</dc:language>
	<dc:relation>https://ojs.uho.ac.id/index.php/metropilar/article/view/10032/7179</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2019 Metropilar - Jurnal Ilmiah Fakultas Teknik</dc:rights>
</oai_dc:dc>