SIMULASI NUMERIK PERILAKU BENDUNGAN KEDUNG OMBO PADA BEBAN SEISMIK

Dynamic simulation with finite element method (FEM) was conducted to predict the response of dams to input a particular earthquake, with more rigorous. This response needed to predict the response of the dam in assessment stage or in the design stage. Dynamic parameter in assessment stage may not av...

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Bibliographic Details
Main Authors: , KRESNO WIKAN SADONO,ST, , Prof. Ir. Bambang Suhendro, M.Sc., Ph.D.
Format: Theses and Dissertations NonPeerReviewed
Published: [Yogyakarta] : Universitas Gadjah Mada 2011
Subjects:
ETD
Online Access:https://repository.ugm.ac.id/88322/
http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=50368
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Institution: Universitas Gadjah Mada