Paper
18 April 2007 Cable 3D nonlinear model and damping systems on stayed bridges
Roberto Alvarado Cárdenas, Francisco Javier Carrión Viramontes, Gilberto Herrera Ruiz, Aurelio Domínguez González
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Abstract
The dynamic analysis using computational models is an important tool to simulate the dynamic of structures that have specific uncertain behavior like the cable stayed bridges which nowadays is an alternative to solve long span bridges with a slim structure. In this work we developed a 3D non linear model of a cable in order to evaluate the wind effect on the Papaloapan cable stayed bridge located on Veracruz Mexico, under different scenarios. The health of the structure is an important factor to analyze and there are many different fail causes, one of them is the fatigue fall that is relevant in the anchorage elements of the cable stayed bridges. It is possible to modify the behavior of the structure using dampers to minimize that effect. The geometry and all the forces and stress on the structures are a challenge also for the specialists of the structures, in this work the developed methodology resulted very successful to analyze the behavior of a cable on a cable stayed bridge using damping.
© (2007) COPYRIGHT Society of Photo-Optical Instrumentation Engineers (SPIE). Downloading of the abstract is permitted for personal use only.
Roberto Alvarado Cárdenas, Francisco Javier Carrión Viramontes, Gilberto Herrera Ruiz, and Aurelio Domínguez González "Cable 3D nonlinear model and damping systems on stayed bridges", Proc. SPIE 6523, Modeling, Signal Processing, and Control for Smart Structures 2007, 652313 (18 April 2007); https://doi.org/10.1117/12.714513
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Cited by 1 scholarly publication.
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KEYWORDS
Bridges

3D modeling

Systems modeling

Complex systems

Meteorology

Analytical research

Computer simulations

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