Ditemukan 9 dokumen yang sesuai dengan query
IGN. Irawan Wibawa
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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 system, there are two cable models evaluated, i.e., the horizontal cable-systems and inclined cable-systems. The cable systems are modeled as three-dimensional (3-D) structural system. The ...
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1996
T-Pdf
UI - Tesis Membership Universitas Indonesia Library
Irawan Tani
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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 external load such are traffic, wind, rain and earthquake become more significant to the structure. When the displacement of the deck will increase, it will ...
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Depok: Fakultas Teknik Universitas Indonesia, 2000
T-Pdf
UI - Tesis Membership Universitas Indonesia Library
Budi Santoso
Depok: Fakultas Teknik Universitas Indonesia, 2005
T40634
UI - Tesis Membership Universitas Indonesia Library
F.X. Supartono
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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. The coefficients can be used lo calculate the load of the structure, the lift Force and the pitching moment. Based on the test results, shape ...
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Depok: Fakultas Teknik Universitas Indonesia, 1997
LP-pdf
UI - Laporan Penelitian Universitas Indonesia Library
Afdol Pranata
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[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 saat konstruksi, gaya dalam gelagar, tegangan pada masing-masing elemen dan lendutan yang terjadi pada gelagar jembatan. Metode analisa yang digunakan pada saat konstruksi yaitu forward ...
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Depok: Fakultas Teknik Universitas Indonesia, 2015
S60733
UI - Skripsi Membership Universitas Indonesia Library
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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 ...
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Jurnal Teknologi, 19 (4) Desember 2005 : 278-287, 2005
JUTE-19-4-Des2005-278
Artikel Jurnal Universitas Indonesia Library
Andi Indianto
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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 Stayed dalam merespon berbagai rnacam beban yang bekeija padanya.
Untuk mencapai tujuan tersebut diatas telah dilakukan kajian secara aktual melalui uji model dan kajian teoritis. Kajian ...
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Depok: Fakultas Teknik Universitas Indonesia, 2005
T16062
UI - Tesis Membership Universitas Indonesia Library
Fadhilah Muslim
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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 waktu dilakukan agar diperoleh respon struktur dari detik ke detik selama gempa berlansung. Analisis displacement, tegangan pada gelagar, gaya kabel, dan pengaruh rasio redaman struktur, ...
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Depok: Fakultas Teknik Universitas Indonesia, 2012
S42114
UI - Skripsi Open Universitas Indonesia Library
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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 bridge expansion joint, 4) analytical evaluation of modal damping in bridges, 5) vibration anad control of structures, 6) low frequency noise, and 7) human response ...
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Japan: Faculty of engineering saitama university,
624 RRDCEE
Majalah, Jurnal, Buletin Universitas Indonesia Library
