Ditemukan 9 dokumen yang sesuai dengan query
IGN. Irawan Wibawa, author
ABSTRACT
The present study deals with the static and dynamic behavior of cable-systems and cable-stayed bridge systems. In the static analysis, linear. and geometry nonlinearities such as large-deflections and stress-stiffening are evaluated. In the dynamic analysis, only linear: analysis is taken into account, the nonlinearities are disregarded.
In the cable...
1996
T-Pdf
UI - Tesis (Membership) Universitas Indonesia Library
Budi Santoso, author
Depok: Fakultas Teknik Universitas Indonesia, 2005
T40634
UI - Tesis (Membership) Universitas Indonesia Library
F.X. Supartono, author
In the framework of the design of Cisadane Cable Stayed Bridge, a wind tunnel testing on scaled model has been conducted lo observe its aerodynamic forces. The wind tunnel which is used for test, was a low speed wind tunnel.
The test results are the coefficient Ci, Cd and Cm....
Depok: Fakultas Teknik Universitas Indonesia, 1997
LP-pdf
UI - Laporan Penelitian Universitas Indonesia Library
Irawan Tani, author
Studying about cable stayed bridge become trend in the last few years. Since the improvement of the material technology and the need of longer bridge so the cable stayed bridge become more important in the last few years.
Since the span become longer, so the structure will become more flexible and...
Depok: Fakultas Teknik Universitas Indonesia, 2000
T-Pdf
UI - Tesis (Membership) Universitas Indonesia Library
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...
Jurnal Teknologi, 19 (4) Desember 2005 : 278-287, 2005
JUTE-19-4-Des2005-278
Artikel Jurnal Universitas Indonesia Library
Afdol Pranata, author
[Tulisan ini membahas perilaku struktur jembatan cable stayed dengan studi kasus A Ruck Chucky Hanging Arc Bridge. Hasil yang diperoleh pada penelitian ini yaitu mengevaluasi dan membandingkan perilaku struktur pada saat konstruksi (analisa sequential) dengan analisa struktur jembatan utuh (analisa langsung). Adapun hasil yang diperoleh yaitu gaya dalam kabel pada...
Depok: Fakultas Teknik Universitas Indonesia, 2015
S60733
UI - Skripsi (Membership) Universitas Indonesia Library
Andi Indianto, author
Dalam Tesis ini disampaikan hasil kajian uji model struktur jembatan Cable Stayed dengan berbagai bentuk ikatan antara kabel dengan pylon, terhadap pengaruh beban lateral dalam arah memanj ang jembatan dan beban gravitasi. Kajian ini dilaksanakan dalam rangka untuk mengetahui pengaruh jenis hubungan antara kabel dengan Pylon terhadap kineija jembatan Cable...
Depok: Fakultas Teknik Universitas Indonesia, 2005
T16062
UI - Tesis (Membership) Universitas Indonesia Library
Fadhilah Muslim, author
ABSTRAK
Penelitian ini bertujuan untuk menghindari terjadinya kegagalan struktur jembatan selama tahap konstruksi, terutama akibat gempa. Jembatan kabel Suramadu yang memiliki bentang utama 818 meter dengan 89 tahap konstruksi, dipengaruhi oleh tiga rekaman gempa berbeda, yaitu gempa Banyuwangi Maret 2011, gempa jember Februari 2011, dan gempa Nusadua September 2009. Analisis riwayat...
Depok: Fakultas Teknik Universitas Indonesia, 2012
S42114
UI - Skripsi (Open) Universitas Indonesia Library
This report gives the recent research activities of the Structural Mechanics & Dynamics Group, Saitama University, duting the Period from 2004 to 2007. The research projects conducted in the group are classified into the following catagories; 1) mechanics of composite bridges, 2) mechanics of materials, 3) noise generation from modular...
Japan: Faculty of engineering saitama university,
624 RRDCEE
Majalah, Jurnal, Buletin Universitas Indonesia Library
