Pages that link to "Item:Q3423896"
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The following pages link to Response evaluation for horizontally loaded fixed-head pile groups using 3-D non-linear analysis (Q3423896):
Displaying 12 items.
- Effect of pile-cap connection on behavior of torsionally loaded pile groups (Q926139) (← links)
- Lateral load distributions on grouped piles from dynamic pile-to-pile interaction factors (Q2848339) (← links)
- Numerical analysis of the response of battered piles to inclined pullout loads (Q2854656) (← links)
- Cyclic shakedown of piles subjected to two-dimensional lateral loading (Q2854661) (← links)
- Response evaluation of axially loaded fixed-head pile groups in clayey soils (Q2854691) (← links)
- Nonlinear response of laterally loaded piles and pile groups (Q2856359) (← links)
- Response of piles to inclined uplift loads Influence of the soil-pile interface (Q3085853) (← links)
- Transfer matrix approach for nonlinear pile group response analysis (Q3686239) (← links)
- Three-dimensional analysis of a pile-group foundation (Q3693052) (← links)
- A method for the analysis of large vertically loaded pile groups (Q4266643) (← links)
- Selection ofp-y curves for the design of single laterally loaded piles (Q4490066) (← links)
- A modulus-multiplier approach for non-linear analysis of laterally loaded pile groups (Q4933154) (← links)
