PILE-SOIL-PILE INTERACTION UNDER SMALL AND LARGE DISPLACEMENTS
暂无分享,去创建一个
[1] Milos Novak. Piles Under Dynamic Loads , 1991 .
[2] Amir M. Kaynia,et al. Response of pile foundations to rayleigh waves and obliquely incident body waves , 1992 .
[3] Milos Novak,et al. Vertical Vibration of Pile Groups , 1982 .
[4] A. H. Shah,et al. Impedance curves for an elastic pile , 1989 .
[5] Milos Novak,et al. Stiffness Constants of Single Piles , 1983 .
[6] George Gazetas,et al. Seismic Response of Single Piles and Pile Groups , 1991 .
[7] T. Akiyoshi,et al. AN APPROXIMATE SOLUTION OF VERTICAL VIBRATION OF END-BEARING PILES WITH FRICTIONAL INTERFACE , 1982 .
[8] Milos Novak,et al. Static and low-frequency response of pile groups , 1985 .
[9] Mohammed M. Ettouney,et al. Dynamic Behavior of Pile Groups , 1983 .
[10] Kazuo Konagai,et al. Nonlinear Time Domain Numerical Model for Pile Group Under Transient Dynamic Forces , 1991 .
[11] Kazuo Konagai,et al. Dynamic Response of Vertically Loaded Nonlinear Pile Foundations , 1987 .
[12] M. Novak,et al. Random Response of Offshore Towers With Pile-Soil-Pile Interaction , 1990 .
[14] George Gazetas,et al. Seismic response of end-bearing single piles , 1984 .
[15] Milos Novak,et al. Stiffness constants and interaction factors for vertical response of pile groups , 1990 .
[16] R. Butterfield,et al. FLEXIBILITY COEFFICIENTS FOR THE DESIGN OF PILES AND PILE GROUPS , 1981 .