Time domain dynamic analysis of piles under impact loading

Küçükarslan S.

Soil Dynamics and Earthquake Engineering, cilt.22, sa.2, ss.97-104, 2002 (SCI-Expanded, Scopus) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 22 Sayı: 2
  • Basım Tarihi: 2002
  • Doi Numarası: 10.1016/s0267-7261(01)00060-4
  • Dergi Adı: Soil Dynamics and Earthquake Engineering
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.97-104
  • Anahtar Kelimeler: pile dynamics, pile-soil interaction, transient response of piles, impact loading
  • Manisa Celal Bayar Üniversitesi Adresli: Hayır

Özet

In this paper, time domain dynamic analysis of piles under impact loading is presented. For this purpose a hybrid boundary element technique is implemented. Linear beam column finite elements are used to model the piles and resulting governing equations are solved using an implicit integration scheme. The continuum is assumed to be elastic and an efficient step-by-step time integration scheme is implemented by using an approximate half space integral formulation. By enforcing displacement equilibrium conditions at each time step, a system of equations is generated which yields the solution. Results of this time domain formulation under linear material behavior are compared with Laplace domain results to validate the methods. © 2002 Elsevier Science Ltd. All rights reserved.