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

• المؤلفون الرئيسيون: , Isidorus Bramanti Ari Pratomo, , Dr. Ing. Ir. Djoko Sulistyo
• التنسيق: Theses and Dissertations NonPeerReviewed
• منشور في: [Yogyakarta] : Universitas Gadjah Mada 2014
• الموضوعات: ETD
• الوصول للمادة أونلاين: 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

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...