CD Tesis

Analisis Pembebanan Konstruksi Jembatan Rangka Baja Yang Dilakukan Secara Bertahap

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This study is intended to analyze the steel frame construction if the work is done in stages. Birandang Bridge is chosen as an example, one of the steel frame bridges in Riau Province with a span of 140 m. The Finite Element models of the bridge is modeled using sap2000 based on the bridge data. Loading variations are applied on 2 different bridges modeling to measures the Moment, Axial Force and Displacement of a structure. The results of the modeling analysis done in stages are compared with the results of the modeling analysis without stages. The modeling analysis done in stages is using nonlinear stage construction. The results of the analysis shows that the general behavior of the forces in conventional bridge construction analysis produces a greater values of Moment, Axial Force and displacement, when compared with the analysis of the bridge construction done in stages.

Keywords: Load Analysis, Steel Frame Bridge Construction, Gradual.

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Ketersediaan

Informasi Detail

Judul Seri

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No. Panggil

10 12. 219 (0014)

Penerbit

Pekanbaru : Universitas Riau – Pascasarjana – Tesis Teknik Sipil., 2019

Deskripsi Fisik

xviii, 120 hlm.; ill.; 29 cm

Bahasa

Indonesia

ISBN/ISSN

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Klasifikasi

10 12. 219 (0014)

Tipe Isi

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Tipe Media

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Tipe Pembawa

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Edisi

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Subjek

PASCASARJANA (MAGISTER) TEKNIK SIPIL

Info Detail Spesifik

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Pernyataan Tanggungjawab

FATAH

Versi lain/terkait

Lampiran Berkas

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