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PERBANDINGAN NILAI ANALITIK DENGAN NILAI NUMERIC PADA ANALISA BALOK DI ATAS PONDASI ELASTIS

Metropilar - Jurnal Ilmiah Fakultas Teknik · Vol. 6 No. 2 (2009)

ISSN
1693-6205
Published
2009-12-23
Publisher
Universitas Halu Oleo
Language
eng

Abstract

Beam on elastic foundation analysis with sub grade reaction approach can be done either analytically or numerically. However, great possibility of both of this approach will give differ result. But the problem is whether this difference in properly limit or not. Analytically analysis had been done by Hetenyi, and numerically approach in this paper used Finite Difference Method (FDM). Beams that under analysis are finite beam with free end with loading conditions are concentrated load at an arbitrary point and two equal concentrated load symmetrically placed. For symmetrical load, both of this approaches give results that almost same, either displacements or bending moments. For concentrated load at an arbitrary point, both of this approach give difference results up to 16% in certain points of beam, especially bending moments. Key words: balok, pondasi elastis, beban terpusat

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
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)
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	<dc:title xml:lang="en-US">PERBANDINGAN NILAI ANALITIK DENGAN NILAI NUMERIC PADA  ANALISA BALOK DI ATAS PONDASI ELASTIS</dc:title>
	<dc:creator>Simatupang, Minson</dc:creator>
	<dc:creator>Tamburaka, Romy</dc:creator>
	<dc:description xml:lang="en-US">Beam on elastic foundation analysis with sub grade reaction approach can be done either analytically or numerically. However, great possibility of both of this approach will give differ result. But the problem is whether this difference in properly limit or not. Analytically analysis had been done by Hetenyi, and numerically approach in this paper used Finite Difference Method (FDM). Beams that under analysis are finite beam with free end with loading conditions are concentrated load at an arbitrary point and two equal concentrated load symmetrically placed. For symmetrical load, both of this approaches give results that almost same, either displacements or bending moments. For concentrated load at an arbitrary point, both of this approach give difference results up to 16% in certain points of beam, especially bending moments. Key words: balok, pondasi elastis, beban terpusat</dc:description>
	<dc:publisher xml:lang="en-US">Universitas Halu Oleo</dc:publisher>
	<dc:contributor xml:lang="en-US"></dc:contributor>
	<dc:date>2009-12-23</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/10031</dc:identifier>
	<dc:source xml:lang="en-US">Metropilar - Jurnal Ilmiah Fakultas Teknik; Vol 6, No 2 (2008): 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/10031/7178</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2019 Metropilar - Jurnal Ilmiah Fakultas Teknik</dc:rights>
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