OPENSEES TCL Code

Beam on Nonlinear Winkler Foundation (BNWF) Model for Soil-Wall/Soil-Pile Interaction Analysis – TCL File

Posted on
 

 The current engineering practice adopts the concept of beam on a nonlinear Winkler foundation (BNWF) in order to perform displacement-based analysis on piles, cantilever walls, and bulkhead systems. This post provides an OpenSees TCL file to develop the BNWF model of a beam supported on a series of nonlinear springs. Similar to other OpenSees TCL… Read More

OPENSEES TCL Code

Single Pile Pushover Analysis Using Continuum Modeling Method – TCL File

Posted on
 

 This Tcl code creates full-scale three-dimensional continuum model of single pile embedded in a layered soil profile. Soil-pile interaction including formation of gap and slippage was simulated by using the BeamContact3D element. The program is capable of performing a lateral pushover analysis on a single pile. The contact elements at the interface of soil and pile… Read More

OPENSEES TCL Code

Continuum model of a single ground improvement element under seismic loading – TCL file

Posted on
 

 OpenSees implementation of a single ground improvement (GI) element in a continuum soil domain is described here. The Unit Cell concept is adopted to develop the ground improvement layout. The unit cell consists of a single GI element located in the center of its equivalent influence zone. The model represents a GI element located on… Read More

OPENSEES TCL Code

Full-scale finite element continuum model of Meloland Road Overpass (Two-span Bridge) – TCL file

Posted on
 

 This Tcl code creates full-scale three-dimensional continuum model of Meloland Road Overpass (MRO) located in El-Centro, California. The code is generic and can be modified to simulate any two-span bridge with a structure similar to MRO.  Ground motion can be applied at the model base in two horizontal directions. Please read the article about base… Read More