KAJIAN LENDUTAN SISTEM PELAT TERPAKU PADA TANAH PASIR DENGAN MENGGUNAKAN METODE BEAM on ELASTIC FOUNDATIONS (BoEF) DAN METODE ELEMEN HINGGA

KAJIAN LENDUTAN SISTEM PELAT TERPAKU PADA TANAH PASIR DENGAN MENGGUNAKAN METODE BEAM on ELASTIC FOUNDATIONS (BoEF) DAN METODE ELEMEN HINGGA

One of the problems in geotechnical engineering is interaction between gound and structure. To make ground to structure interaction on nailed slab system modeling, Hardiyatmo (2011) suggested the application of Beam on Elastic Foundation Theory (BoEF) done by Hetenyi (1974). Besides BoEF Method, Fin...

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Bibliographic Details
Main Authors: , Andri Krisnandi Somantri, , Prof. Dr. Ir. Hary Christady Hardiyatmo, M.Eng., DEA.
Format: Theses and Dissertations NonPeerReviewed
Published: [Yogyakarta] : Universitas Gadjah Mada 2013
Subjects:
ETD
Online Access:https://repository.ugm.ac.id/126017/
http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=66205
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Institution: Universitas Gadjah Mada

Internet

https://repository.ugm.ac.id/126017/
http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=66205

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