Wind-induced loads over double cantilever bridges under construction

Pindado Carrion, Santiago; Meseguer Ruiz, José; Perales Perales, José Manuel y Sanz Andres, Angel Pedro (2002). Wind-induced loads over double cantilever bridges under construction. En: "First International Conference on Bridge Maintenance, Safety and Mangement", 14-17 Jul, Barcelona. ISBN 84-95999-05-6.

Descripción

Título: Wind-induced loads over double cantilever bridges under construction
Autor/es:
  • Pindado Carrion, Santiago
  • Meseguer Ruiz, José
  • Perales Perales, José Manuel
  • Sanz Andres, Angel Pedro
Tipo de Documento: Ponencia en Congreso o Jornada (Artículo)
Título del Evento: First International Conference on Bridge Maintenance, Safety and Mangement
Fechas del Evento: 14-17 Jul
Lugar del Evento: Barcelona
Título del Libro: Bridge maintenance, safety and management : proceedings of the First International Conference on Bridge Maintenance, Safety and Management, IABMAS'02
Fecha: 2002
ISBN: 84-95999-05-6
Materias:
Escuela: Instituto de Microgravedad Ignacio Da Riva (UPM)
Departamento: Infraestructura, Sistemas Aeroespaciales y Aeropuertos [hasta 2014]
Grupo Investigación UPM: Desarrollo y Ensayos Aeroespaciales
Licencias Creative Commons: Reconocimiento - Sin obra derivada - No comercial

Texto completo

[img]
Vista Previa
PDF (Document Portable Format) - Se necesita un visor de ficheros PDF, como GSview, Xpdf o Adobe Acrobat Reader
Descargar (2MB) | Vista Previa

Resumen

Within the last century the interest in wind-induced loads over civil engineering structures has become more and more important, the reason being that the development of new construction techniques and materials has allowed engineers and architects to design new structures far from the traditional concepts, and in many cases wind actions over these singular structures are not included in the existing codes of practice. In this paper the windinduced static loads over bridges constructed by the double cantilever method during erection stages are considered. The aerodynamic load over a double cantilever bridge under a yawing-angled wind produces a yawing (torsional) moment on the bridge deck, which can lead to undesirable rotation of the deck about the supporting pier. The effects of the wind yaw angle and the length of the deck are analysed. The wind action caused by the presence of sliding concrete forms at the ends of the deck is also studied.

Más información

ID de Registro: 30692
Identificador DC: http://oa.upm.es/30692/
Identificador OAI: oai:oa.upm.es:30692
Depositado por: Biblioteca ETSI Aeronauticos
Depositado el: 06 Ago 2014 16:56
Ultima Modificación: 13 Jun 2016 09:17
  • Open Access
  • Open Access
  • Sherpa-Romeo
    Compruebe si la revista anglosajona en la que ha publicado un artículo permite también su publicación en abierto.
  • Dulcinea
    Compruebe si la revista española en la que ha publicado un artículo permite también su publicación en abierto.
  • Recolecta
  • e-ciencia
  • Observatorio I+D+i UPM
  • OpenCourseWare UPM