Artikel Jurnal :: Kembali

Artikel Jurnal :: Kembali

Kajian sambungan antara pilar dan kabel pada jembatan cable stayed

(Jurnal Teknologi, 19 (4) Desember 2005 : 278-287, 2005)

 Abstrak

In this study connection between cable and pylon in a cable stayed bridge was experimentally
investigated A structural model of cable stayed bridge was manufactured where connection between
cable and pylon was pulley, sliding or hinged type. Pulley connection is a connection which is able to
rotate without any function between cable and pylon. To obtain longitudinal stifness and dynamic
characteristics (such as fundamental natural frequency and damping ratio), static load test and free
vibration test were carried out. Dynamic responses of bridge structure were obtained Font harmonic
forced vibration test. Using a shaking table, excitation in the longitudinal direction was applied to that
model. Then longitudinal deflection at the top of pylon was measured Results of the model test shown
that the pylon with hinged connection Ls more rigid and its deflection could be minimal but has low
damping ratio. While sliding type connection is more flexible but has high damping ratio. Damping ratio
was strongly influence by functions occurred in the bridge.

 File Digital: 1

 Metadata

Jenis Koleksi : Artikel Jurnal
No. Panggil : JUTE-19-4-Des2005-278
Subjek :
Penerbitan : [Place of publication not identified]: Jurnal Teknologi, 19 (4) Desember 2005 : 278-287, 2005
Sumber Pengatalogan :
ISSN :
Majalah/Jurnal : Jurnal Teknologi
Volume : 19 (4) Desember 2005 : 278-287
Tipe Konten :
Tipe Media :
Tipe Carrier :
Akses Elektronik :
Institusi Pemilik : Universitas Indonesia
Lokasi :
  • Ketersediaan
  • Ulasan
  • Sampul
No. Panggil No. Barkod Ketersediaan
JUTE-19-4-Des2005-278 TERSEDIA
Ulasan:
Tidak ada ulasan pada koleksi ini: 20305018
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