Construction stage analysis of Humber Suspension Bridge


ADANUR S. , Gunaydin M. , ALTUNIŞIK A. C. , Sevim B.

APPLIED MATHEMATICAL MODELLING, cilt.36, ss.5492-5505, 2012 (SCI İndekslerine Giren Dergi) identifier identifier

  • Cilt numarası: 36 Konu: 11
  • Basım Tarihi: 2012
  • Doi Numarası: 10.1016/j.apm.2012.01.011
  • Dergi Adı: APPLIED MATHEMATICAL MODELLING
  • Sayfa Sayıları: ss.5492-5505

Özet

Suspension bridges are widely used as engineering structures to across long spans and give rise to the usage of domains under the bridge. In the finite element analyses of suspension bridges, it is assumed that the structure is built and loaded in a second. However, this type of analysis does not always give the reliable and healthy solutions. Because, construction period of this type of the structures continue along time and loads may be changed during this period. Therefore, construction stages and time dependent material properties should be considered in the analysis to obtain the reliable and healthy results.