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A platform for research: civil engineering, architecture and urbanism
Static and dynamic analysis of pile foundations
Analysis of pile foundations is accomplished by calculation of stiffness influence coefficients that makes it possible to determine piling loads and deflections, as well as principal frequencies; axial and torsional elastic constants for pile may be adjusted to physical problem; torsional constant has negligible effect; elastic constants dependent on bending may be derived in several ways including tests or physical models based on assumed behavior of system; stiffness influence coefficients may be formed from simple matrices defining elastic constants and position or from list of equations.
Static and dynamic analysis of pile foundations
Analysis of pile foundations is accomplished by calculation of stiffness influence coefficients that makes it possible to determine piling loads and deflections, as well as principal frequencies; axial and torsional elastic constants for pile may be adjusted to physical problem; torsional constant has negligible effect; elastic constants dependent on bending may be derived in several ways including tests or physical models based on assumed behavior of system; stiffness influence coefficients may be formed from simple matrices defining elastic constants and position or from list of equations.
Static and dynamic analysis of pile foundations
ASCE -- Proc (J Structural Div)
Saul, W.E. (author)
1968
24 pages
Article/Chapter (Book)
English
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