A Semi-Analytical Solution for the Analysis of Axially Loaded Pile Groups in Layered Elastic Soil

2017 ◽  
Author(s):  
Faraz S. Tehrani ◽  
Rodrigo Salgado ◽  
Monica Prezzi
Keyword(s):  
Analytical Solution ◽  
Pile Groups ◽  
Axially Loaded ◽  
Elastic Soil

Analysis of laterally loaded pile groups in multilayered elastic soil

2014 ◽  
Vol 62 ◽  
pp. 136-153 ◽  
Author(s):  
R. Salgado ◽  
F.S. Tehrani ◽  
M. Prezzi
Keyword(s):  
Pile Groups ◽  
Laterally Loaded Pile ◽  
Laterally Loaded ◽  
Elastic Soil

Dynamic Analysis of Axially Loaded Beams under Arbitrary Transverse Force

2011 ◽  
Vol 117-119 ◽  
pp. 247-251
Author(s):  
Yi Zhang ◽  
Li Chen ◽  
Jian Kui Zhao ◽  
Chun Lin Peng
Keyword(s):  
Analytical Solution ◽  
Compression Ratio ◽  
Beam Theory ◽  
Transverse Force ◽  
Boundary Constraints ◽  
Axial Compression Ratio ◽  
Blast Analysis ◽  
Impulsive Loads ◽  
Axially Loaded ◽  
Load Conditions

A theoretical analytical solution on the linear responses of axially loaded beams subjected to arbitrary transverse impulsive loads was proposed in this paper, based on the Timoshenko’s beam theory. The equivalent matrix of frequency, matrix of loads and modified matrix of mass were established respectively. Furthermore, the affecting parameters of the beams such as length-depth ratio, axial compression ratio, boundary constraints and load conditions were discussed based on the analytical solution developed above, which were assumed subjected to the typical triangle impulsive loads. The results and conclusions were also helpful to the anti-blast analysis of columns

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