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Transient response of single piles under horizontal excitations
Author(s) -
Cheung Y. K.,
Tham L. G.,
Lei Z. X.
Publication year - 1995
Publication title -
earthquake engineering and structural dynamics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 2.218
H-Index - 127
eISSN - 1096-9845
pISSN - 0098-8847
DOI - 10.1002/eqe.4290240707
Subject(s) - heaviside step function , pile , transient response , parametric statistics , stiffness , boundary value problem , structural engineering , bending stiffness , mechanics , geotechnical engineering , geology , engineering , physics , mathematics , mathematical analysis , statistics , electrical engineering
The general time‐domain boundary element in cylindrical co‐ordinates developed for the study of wave propagation in a layered half‐space is extended to the response analysis of single piles under horizontal transient excitations. The pile is treated as a beam, and therefore, only the bending stiffness has to be considered in the analysis. As required by the non‐axisymmetric nature of the problem, the soil is modelled by boundary (cylindrical) elements with the vertical, radial and tangential displacements as well as their corresponding tractions as independent variables. The characteristic matrices for the two different types of element can be formed in the usual manner, and they are combined to form the equation of motion for the whole system by virtue of compatibility and equilibrium conditions along the pile‐soil interface. The transient responses of a pile under Heaviside loads are found to converge to the static values. Parametric studies are carried out to reveal the influences of pile‐soil stiffness ratio ( E p / E s ) and soil layering.