Tecnológico de Costa Rica
  • How to publish in Repositorio TEC?
  • Policies
  • Educational Resources
  • Contact us
    • español
    • English
  • English 
    • español
    • English
  • Login
View Item 
  •   Repository Home
  • Trabajos de Graduación
  • Biblioteca José Figueres Ferrer
  • Escuela de Ingeniería en Construcción
  • Licenciatura en Ingeniería en Construcción
  • View Item
  •   Repository Home
  • Trabajos de Graduación
  • Biblioteca José Figueres Ferrer
  • Escuela de Ingeniería en Construcción
  • Licenciatura en Ingeniería en Construcción
  • View Item
JavaScript is disabled for your browser. Some features of this site may not work without it.

Browse

All RepositoryCommunities & CollectionsBy Issue DateAuthorsTitlesKeywordEducational Resource TypeIntended UserThis CollectionBy Issue DateAuthorsTitlesKeywordEducational Resource TypeIntended User

My Account

LoginRegister

Statistics

View Usage Statistics

Metodología para la determinación de la carga viva real sobre un puente utilizando instrumentación electrónica

Thumbnail
View/Open
Metodología_Determinación_Carga_Viva_Real_Puente_Utilizando_Instrumentación_Electrónica _1_2.pdf (93.36Kb)
Metodología_Determinación_Carga_Viva_Real_Puente_Utilizando_Instrumentación_Electrónica _2_2.pdf (4.961Mb)
Date
2012
Author
Cubero-Cordero, Osvaldo Josué
Metadata
Show full item record
Abstract
This project shows the obtained results of the real live load determination study on the Purires bridge, through the instrumentation with deformation, deflection and joint displacement sensors. This project was performed for the e-Bridge research project (Remote Bridge Failure prediction). Static and dynamic load tests were performed by placing loaded trucks on the structure, different values of deformation, deflection and displacement were obtained with electronic instruments. Protocols for the execution of tests were defined and implemented. Experimented load conditions were created with the software SAP 2000 in order to analyze the structure’s behavior, attempting to simulate the current bridge’s status. The theoretical model was calibrated by utilizing an adjustment linear equation that predicts the actual forces based on the forces given by the software. With the data obtained with the sensors, the bridge’s behavior is compared, the tension forces on the main beams, the deflections, and joint displacements are contrasted. By the completion of the analysis it was possible to determine the structure’s capacity on the central tract, without being able to generalize to the whole bridge due to software limitations and the lack of data.
Description
Proyecto de Graduación (Licenciatura en Ingeniería en Construcción) Instituto Tecnológico de Costa Rica, Escuela de Ingeniería en Construcción, 2012.
URI
https://hdl.handle.net/2238/6098
Share
       
Metrics
Collections
  • Licenciatura en Ingeniería en Construcción [553]

|Contact us

Repositorio Institucional del Tecnológico de Costa Rica

Sistema de Bibliotecas del TEC | SIBITEC

© DERECHOS RESERVADOS. Un sitio soportado por DSpace(v. 6.3)

RT-1

 

 


|Contact us

Repositorio Institucional del Tecnológico de Costa Rica

Sistema de Bibliotecas del TEC | SIBITEC

© DERECHOS RESERVADOS. Un sitio soportado por DSpace(v. 6.3)

RT-1