Ditemukan 17 dokumen yang sesuai dengan query
Budi Santoso, author
Depok: Fakultas Teknik Universitas Indonesia, 2005
T40634
UI - Tesis (Membership) Universitas Indonesia Library
New York : American Society of Civil Engineers, 1988
624.5 CAB
Buku Teks Universitas Indonesia Library
Welly, author
Jembatan cable-stayed merupakan salah satu bangunan teknik sipil dengan karakteristik tersendiri. Secara struktur, jembatan cable-stayed mempraktekkan teknik yang tinggi. Secara estetika, jembatan ini menampilkan sosok yang elegan dan ornamental. Teknik cable-stayed sesuai untuk diterapkan pada bentangan menengah sampai panjang. Dari sudut pandang ekonomi, jembatan cable-stayed juga menjadi pilihan yang tepat....
Depok: Fakultas Teknik Universitas Indonesia, 2006
S35233
UI - Skripsi (Membership) Universitas Indonesia Library
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
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
F.X. Supartono, author
This paper presents the development of the modern long span bridges, particularly the concrete bridges, which are widely and fast developed in the last thirty years. Following the development of the prestressed concrete technology. supported also by the success of modern concrete technology in the high strength and high performance...
Depok: Fakultas Teknik Universitas Indonesia, 1997
LP-pdf
UI - Laporan Penelitian Universitas Indonesia Library
Irpan Hidayat, author
Tesis ini membahas mengenai perhitungan pembangunan secara bertahap berdasarkan ketergantungan waktu (time dependent) jembatan cable stayed dengan studi kasus Jembatan Suramadu. Adapun hasil yang akan diperoleh pada penelitian ini yaitu mengevaluasi perilaku struktur pada saat pelaksanaan bertahap menggunakan metode kantilever seperti besarnya gaya-gaya kabel, tegangan elemen struktur, dan lendutan gelagar...
Depok: Fakultas Teknik Universitas Indonesia, 2011
T29844
UI - Tesis (Open) Universitas Indonesia Library
Gilang Satrio, author
Dalam sebuah perencanaan proyek, Work Breakdown Structure WBS telah didefinisikan sebagai representasi total pekerjaan atau tahapan, termasuk dari awal sampai akhir proyek sehingga memiliki peran dalam kesuksesan sebuah proyek. Pada kenyataannya, proyek konstruksi jembatan di Indonesia banyak yang tidak sesuai dengan perencanaan dalam segi keselamatan kerja, oleh karena itu penting...
Depok: Fakultas Teknik Universitas Indonesia, 2018
T50736
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
