OpenSeesPL

- A 3D Simulation Environment for Seismic & Pushover Analysis of Lateral Pile-Ground Interaction

Examples

(Note: The total execution times mentioned below were collected on a 3GHz PC)

Example 1: Analysis of Lateral Loaded Pile and Comparison with Analytical Solution ( report )

Case 1: Linear soil, linear pile (Total execution time: 50 minutes)

Case 2: Nonlinear soil, linear pile (Total execution time: 50 minutes)

Example 2: Analysis of Arkansas Test Series Pile #2 ( report )

Case 1: Linear soil, linear pile (Total execution time: 50 minutes)

Case 2: Nonlinear soil, linear pile (Total execution time: 50 minutes)

Example 3: Analysis of Standard CalTrans 16" CIDH Pile ( report )

Case 1: Nonlinear soil, linear pile with fixed head connection (Total execution time: 50 minutes)

Case 2: Nonlinear soil, linear pile with free head connnection (Total execution time: 50 minutes)

Example 4: Analysis of Standard CalTrans 42" CIDH Pile ( report )

Case 1: Nonlinear soil, linear pile with fixed head connection (Total execution time: 50 minutes)

Case 2: Nonlinear soil, linear pile with free head connnection (Total execution time: 50 minutes)

Example 5: Analysis of Standard CalTrans 16" CIDH Pile Subjected to Axial Load ( report )

Nonlinear soil, linear pile with free head connection (Total execution time: 50 minutes)