Soil-pile interaction in horizontal vibration
作者： M. Novak , T. Nogami
关键词: Viscoelasticity 、 Geotechnical engineering 、 Bedrock 、 Displacement (vector) 、 Bearing (mechanical) 、 Geology 、 Pile 、 Vibration 、 Parametric statistics 、 Stiffness
摘要: … modification of pile stiffness and the generation of damping … the horizontal response of a pile assuming a fixed head (no … The effect of the tip condition is strong for very short piles and …
sci-hub.se 参考文章(4)
Milos Novak, Ronald F.Grigg, Dynamic experiments with small pile foundations Canadian Geotechnical Journal. ,vol. 13, pp. 372- 385 ,(1976) , 10.1139/T76-039
Miloš Novák, Dynamic Stiffness and Damping of Piles Canadian Geotechnical Journal. ,vol. 11, pp. 574- 598 ,(1974) , 10.1139/T74-059
T. Nogami, M. Novak, Soil‐pile interaction in vertical vibration Earthquake Engineering & Structural Dynamics. ,vol. 4, pp. 277- 293 ,(1976) , 10.1002/EQE.4290040308
T. Nogami, M. Novak, Resistance of soil to a horizontally vibrating pile Earthquake Engineering & Structural Dynamics. ,vol. 5, pp. 249- 261 ,(1977) , 10.1002/EQE.4290050304