PERBANDINGAN PERILAKU PILAR BETON BERTULANG PENAMPANG DOUBLE-I DAN PENAMPANG ALTERNATIF BOX JEMBATAN BANYUMANIK 1 TOL SEMARANG-SOLO RUAS SEMARANG-BAWEN (A1-P1-A2) PADA MASA LAYAN

PERBANDINGAN PERILAKU PILAR BETON BERTULANG PENAMPANG DOUBLE-I DAN PENAMPANG ALTERNATIF BOX JEMBATAN BANYUMANIK 1 TOL SEMARANG-SOLO RUAS SEMARANG-BAWEN (A1-P1-A2) PADA MASA LAYAN

Banyumanik I bridge pier was made of double-I reinforced concrete with 24.5 m height and the form of superstructure was prestressed concrete box girder with total span of bridge was 170.167 m length. The use of slender pier can cause local buckling. Therefore, it is necesarry to know the structure b...

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Bibliographic Details
Main Authors: , Isidorus Bramanti Ari Pratomo, , Dr. Ing. Ir. Djoko Sulistyo
Format: Theses and Dissertations NonPeerReviewed
Published: [Yogyakarta] : Universitas Gadjah Mada 2014
Subjects:
ETD
Online Access:https://repository.ugm.ac.id/131068/
http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=71510
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Institution: Universitas Gadjah Mada

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https://repository.ugm.ac.id/131068/
http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=71510

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