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  1. ashkaaana

    Single Pile under Lateral Loading using SAP2000

    Dear LRJ, lpile use a finite differnce method to calculate the solution, but sap2000 use finite element method. but i see some papers and thesis that used sap2000 to calculate the solution and they gave the same solution as lpile.
  2. ashkaaana

    Single Pile under Lateral Loading using SAP2000

    as i said, i used the p-y curves from lpile to generate the f-y (force displacement) curves that are used in Link element. so for every node along the pile i have on specific link element. i specify the link type to be multilinear plastic, based on a method that is described here in csi page...
  3. ashkaaana

    Single Pile under Lateral Loading using SAP2000

    i used this example to verificate results between sap2000 and lpile: i create p-y curves of sand profile in lpile (every 1m along the pile), and then i used this curves in link element (multilinear plastic). since i create py curves every 1 m along the pile, so the tributary length of every...
  4. ashkaaana

    Single Pile under Lateral Loading using SAP2000

    so what is your solution for my problem dear LRJ?
  5. ashkaaana

    Single Pile under Lateral Loading using SAP2000

    Hi all, I'm want to analyze pile group using p-y curves metthod. I start it with modeling a simple single pile for verification with LPILE results. Every time i model pile and soil in sap2000, i get different results from LPILE. I search books and articles but none of them have my problem. can...
  6. ashkaaana

    laterally loaded piles in SAP2000

    so what's your suggestion? I really need to verify SAP2000 model... please help me!!!
  7. ashkaaana

    laterally loaded piles in SAP2000

    Hi All I'm going to analysis a laterally loaded pile in SAP2000 (target deflection), firstly I'm using LPILE to calculate p-y curves, and then i put the p-y curves (force - deformation relationships) in sap2000, Link element (Multilinear Plastic), i set the load case to be nonlinear and...

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