Dynamic analysis of railway with locally continuous supported superstructures

Metin M., Ulu A., Demir Ö., Arıkoğlu A.

ENGINEERING COMPUTATIONS, cilt.36, sa.9, ss.3047-3069, 2019 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 36 Sayı: 9
  • Basım Tarihi: 2019
  • Doi Numarası: 10.1108/ec-02-2019-0041
  • Dergi Adı: ENGINEERING COMPUTATIONS
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.3047-3069
  • Anahtar Kelimeler: Galerkin's method, Linearly viscoelastic structure, Locally continuous support, Rail pad, Railway dynamics, Railway superstructure, Moving load, ELASTIC-FOUNDATION, TIMOSHENKO BEAM, VIBRATION, PREDICTION, ELEMENTS, VEHICLE, BRIDGES, TRACK
  • Yıldız Teknik Üniversitesi Adresli: Evet

Özet

Purpose In this study, a railway superstructure is modeled with a new approach called locally continuous supporting, and its behavior under the effect of moving load is analyzed by using analytical and numerical techniques. The purpose of the study is to demonstrate the success of the new modeling technique.