Erratum for “Dynamic Response of Pile-Supported Frame Foundations”
نویسندگان
چکیده
منابع مشابه
Harmonic Response of Pile Groups to Dynamic Loading
A completely general method of analysis for three-dimensional raked piles under harmonic excitation is discussed. The piles have been represented by a three-dimensional frame structure and the soil has been represented by a boundary element discretization scheme. A computer program has been written which carries out this analysis and produces a group stiffness matrix that can be included as a f...
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15 صفحه اولDetermination of Dynamic p-y Curves for Pile Foundations Under Seismic Loading
Beam on a Nonlinear Winkler Foundation (BNWF) approach is widely used in practice since the simulation process is rather simple and requires less computational efforts compared to three-dimensional continuum modeling approaches. In the recent decades, this approach has been extended by proposing advanced onedimensional models in order to better simulate the soil-pile interaction. In this paper,...
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ژورنال
عنوان ژورنال: Journal of the Engineering Mechanics Division
سال: 1981
ISSN: 0044-7951,2690-2427
DOI: 10.1061/jmcea3.0002762