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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| 格式: | Theses and Dissertations NonPeerReviewed |
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[Yogyakarta] : Universitas Gadjah Mada
2014
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| 在線閱讀: | 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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