Results 31 to 40 of about 23,468 (206)

Behavior of Asymmetric Cable Stayed Bridge for Long Span

open access: yesInternational Journal of Innovative Technology and Exploring Engineering, 2020
In the recent years cable stayed bridges have received more attention than any other bridges. As one of the most competitive bridge in modern times, the cable stayed bridge is ideally suitable for long span. Asymmetric cable stayed bridges are the upgrade of conventional cable stayed bridges.
Joseph Vianny X*, Vimala S, Swathini S
openaire   +1 more source

A mathematical model for assessment of material requirements for cable supported bridges: implications for conceptual design [PDF]

open access: yes, 2012
Recent technological developments have led to improvements in the strengths of materials, such as the steel and wire ropes used in the construction of cable supported bridges.
Lewis, W. J. (Wanda J.)
core   +1 more source

Experimental–Numerical Analysis on the Cable Vibration Behavior of a Long-Span Rail-Cum-Road Cable-Stayed Bridge under the Action of High-Speed Trains

open access: yesApplied Sciences, 2023
Rail-cum-road cable-stayed bridges are widely used to span rivers, bays, and valleys. It is vital to understand the vibration behavior of the cables, which are the crucial load-bearing components of a cable-stayed bridge, as it is the leading cause of ...
Fan Yang   +3 more
doaj   +1 more source

OPTIMUM ANCHORING FOR LONG SPAN CABLE-STAYED BRIDGES

open access: yesDoboku Gakkai Ronbunshu, 1984
This paper presents the formulas to compare the cost of cable-stayed and suspension bridges. Three types of cable-stayed bridges with full, self and partial anchorages and two types of suspension bridges with full and self anchorages are considered. With the cable-stayed bridges, fan, harp and semi-harp types are treated.
Hisanori OHTSUKA   +2 more
openaire   +2 more sources

Development of an integrated remote monitoring technique and its application to para-stressing bridge system [PDF]

open access: yes, 2013
Bridge monitoring system via information technology is capable of providing more accurate knowledge of bridge performance characteristics than traditional strategies. This paper describes not only an integrated Internet monitoring system that consists of
Casas Rius, Joan Ramon   +2 more
core   +2 more sources

System reliability evaluation of in-service cable-stayed bridges subjected to cable degradation [PDF]

open access: yes, 2018
© 2018 Informa UK Limited, trading as Taylor & Francis Group The cables in a cable-stayed bridge are critical components supporting the long-span girders and ensuring their functionality.
Beer, M, Liu, Y, Lu, N
core   +1 more source

Static Instability Analysis of Long-Span Cable-Stayed Bridges with Carbon Fiber Composite Cable under Wind Load [PDF]

open access: yes
[[abstract]]In this paper, a three dimensional analysis is performed to investigate the static instability of long-span cable-stayed bridges due to wind loading. Cables made of carbon fiber composite cable (CFCC) are studied.
Kao, Chin-sheng
core   +1 more source

Dynamic response analysis of cable-stayed bridge under random traffic flow and fleet [PDF]

open access: yes, 2021
The vehicle-bridge coupling vibration (VBCV) theory is being applied in the safety evaluation of existing bridges, such as cable-stayed bridge. In order to study the dynamic performance and vibration response of urban long-span cable-stayed bridges under
Yang, Pengfei, Zhang, Kai, Zhou, Yan
core   +2 more sources

Vibration serviceability of footbridges under human-induced excitation : a literature review [PDF]

open access: yes, 2004
Increasing strength of new structural materials and longer spans of new footbridges, accompanied with aesthetic requirements for greater slenderness, are resulting in more lively footbridge structures.
Pavić, Aleksandar   +2 more
core   +1 more source

Probability Model and Reliability Analysis of Cable Stress for Cable-Stayed Bridge

open access: yesThe Baltic Journal of Road and Bridge Engineering, 2017
The aim of this paper is to investigate the time-varying effect of stay cable of long-span cable-stayed bridges subject to vehicle load. The analysis has been carried out on the Su-Tong cable-stayed bridge in Jiangsu, China that has the second-longest ...
Xiao-Yan Yang   +4 more
doaj   +1 more source

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