Pages that link to "Item:Q1634124"

The following pages link to Analytical solution for laterally loaded long piles based on Fourier-Laplace integral (Q1634124):

Displaying 9 items.

• Pile analysis by simple integral equation methods (Q1112644) (← links)
• The use of fractional exponential creep kernels for long-term behavior of laterally loaded piles in permafrost (Q1205571) (← links)
• Relevance of soil-pile tangential tractions for the estimation of kinematic seismic forces: formulation and setting of a Winkler approach (Q2295843) (← links)
• A general analytical solution for lateral soil response of non-circular cross-sectional pile segment (Q2310683) (← links)
• Analytical solution of dynamic response of horizontal vibrating pile with different soil viscoelastic half-space types (Q2692042) (← links)
• Analysis of laterally loaded piles with rectangular cross sections embedded in layered soil (Q2856232) (← links)
• Nonlinear response of laterally loaded piles and pile groups (Q2856359) (← links)
• Convolution operator techniques and asymptotic expansions for long‐term behaviour of laterally loaded piles in permafrost (Q4015142) (← links)
• Selection ofp-y curves for the design of single laterally loaded piles (Q4490066) (← links)