Soil-pile interaction in horizontal vibration : Novak, M; Nogami, T Int J Earthq Engng Struct Dynam, V5, N3, July–Sept 1977, P263–281doi:10.1016/0148-9062(78)91107-5NoneInternational Journal of Rock Mechanics & Mining Sciences & Geomechanics Abstracts...
Soil﹑ile interaction in vertical vibration The interaction between a soil layer and an end bearing pile is theoretically investigated. The pile is assumed to be vertical and elastic, the soil is considered as a linear visco-elastic layer with hysteretic type damping. The layer al... T Nogami...
Nonlinear vibration of pile groups under lateral loading It is also found that the pile-soil-pile interaction plays a major role in the overall dynamic response of the pile group; this effect is manifested ... HH Vaziri,Y Han - 《Canadian Geotechnical Journal》 被引量: 3发表: 1992年 Dynami...
This paper aims to present an accurate frequency-domain model for simulating pile-soil dynamic interaction subjected to horizontal vibration and it is used to evaluate the seismic responses of the OWT supported by monopile foundation. Three methods are mainly used to model the soil-structure ...
Soil-pile Interaction in Horizontal Vibration. Earthq. Eng. Struct. Dyn. 1977, 5, 263–281. [CrossRef] 21. Quirós, G.W.; Little, R.L. Deepwater Soil Properties and Their Impact on the Geotechnical Program. In Proceedings of the Offshore Technology Conference, Houston, TX, USA, 5–8...
Establish interaction rules. The contact with the soil around the pile is face-to-face contact, and the rubbing is in the form of a penalty. The friction coefficient between the pile and each layer of soil is fs, and the contact between the pile bottom and the soil at the pile bottom ...
1.Analysis of pile-soil interaction under horizontal load by meshless method;横向荷载下桩-土相互作用的无网格分析 2.The calculated results indicate that it is detrimental to continuous rigid frame bridges when pile-soil interaction and structure-water interaction are considered.以三水二桥为实例,采用结构...
[10]NovakM,NogamiT.Soil⁃pileinteractioninhorizontalvibration[J].EarthquakeEngineeringandStructuralDynamics,1977,5(3):263⁃ 281. [11]NovakM,Aboul⁃ellaF.Impedanceoffunctionsofpilesinlayeredmedia[J].JournalofEngineeringMechanicalDivision,1978,104(3): 643⁃661. [12] 尚守平,余俊,王海东,等. 饱...
Nonetheless, in cases where damages arise concurrently, the distinct characteristics of each individual damage are evident independently within the vibration signals. This study presents a new approach for detecting both single and compound damage in offshore structures considering soil interaction using ...
The dynamic analysis of a foundation pile on a two-parameter elastic soil is performed, in the presence of non-classical boundary conditions. The soil disc... MAD Rosa,MJ Maurizi - 《Journal of Sound & Vibration》 被引量: 12发表: 1999年 STUDY ON SOIL-PILE INTERACTION IN LONGITUDINAL VIBRA...