Vertical vibration of piles in viscoelastic non-uniform soil overlying a rigid baseDynamic impedancePilesSoil–structure interactionThis paper presents an analytical methodology that provides the dynamic response of an elastic pile embedded in viscoelastic non-uniform soil overlying a rigid base, when ...
3D Finite ElementDynamic LoadsVertical and Lateral VibrationsPilesCodes and ManualsDesigning structures subjected to dynamic loads is quite complex and involve structural, mechanical, geotechnical engineering and the theory of vibration. Machines, buildings under seismic effect, and wind turbines induce both...
11.Influence of the transfer layer's vertical position on the anti-seismic of the large base double-tower structure转换层竖向位置对大底盘双塔结构抗震的影响 12.Vertical vibration of rigid foundation embedded in saturated soil埋置于饱和地基中刚性基础的竖向振动 13.Experimental Study on Vertical Combustion...
The feasible radiusr1/dfor effectively increasing pile stiffness is510. The depth of the DCM socket also has a significant impact on the response of the cored pile. 展开 关键词: Composite piles Partially treated soils Vertical vibration Pile head stiffness ...
End-bearing piles Surface waves Kinematic interaction Pile group Pile-soil–pile interaction 1. Introduction Ground-borne vibration arising from transportation infrastructure is a growing concern for the design of new buildings in urban environments. Soil–structure interaction has a considerable influence ...
The vibration block is larger, Precision machine processing High quality hydraulic motor and and the gear adopts special ,100% inspection qualified. bearing. technology. Q: Are you a manufacturer? A: Yes,We have our own independent factory, you can get the most fav...
1.The vertical alignment of right or left margins.对左、右页边的竖向对齐。 2.As uneven plaid is uneven both horizontally and vertically.不均匀格子布横向、竖向都是不均匀的。 3.Vibration Analysis on Transversely Isotropic Saturated Soils;横观各向同性饱和地基竖向振动分析 ...
Michaelides O, Gazetas G, Bouckovalas G, Chrysikou E (1997) Approximate non-linear dynamic axial response of piles. Geotechnique 48(1):33–53 Article Google Scholar Mylonakis G, Gazetas G (1998) Vertical vibration and additional distress of grouped piles in layered soil. Soils Found 38(1...
Twitter Google Share on Facebook vertical sliding window A window having one or more sashes which move only in the vertical direction; they are held in various open positions by means of friction or a ratchet device instead of being supported by sash balances or counterweights. ...
This theory indicates that the dynamic response of the pile group differs from that of the single pile and is greatly affected by the excitation frequency, the interval between piles and the number of piles. In order to verify this theory, the vertical vibration test was conducted for the ...