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• Getting Started with OpenSees -- Download OpenSees
  To download and install OpenSees the user is required to download both the OpenSees and Tcl/Tk packages. <br> ...keley.edu/binaries.html opensees.berkeley.edu/binaries.html]. The binaries download page will be similar to that shown below.
  2 KB (302 words) - 22:13, 12 March 2010

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• Getting Started
  ...original documentation and validation examples of the Getting Started with OpenSees Manual were supported by NEESgrid subcontract award 04-344 from the NEESgri *[[Getting Started with OpenSees -- Introduction | Introduction]]
  2 KB (209 words) - 21:10, 17 March 2010
• Getting Started with OpenSees -- Download OpenSees
  To download and install OpenSees the user is required to download both the OpenSees and Tcl/Tk packages. <br> ...keley.edu/binaries.html opensees.berkeley.edu/binaries.html]. The binaries download page will be similar to that shown below.
  2 KB (302 words) - 22:13, 12 March 2010
• Discovering OpenSees -- Getting Started with OpenSees and OpenSees on NEEShub
  ...s (modeling, analysis, output specification). Thus, to create the model in OpenSees the user has to know the basics of Tcl programming language. ...nd demonstrate the process of creating a simple model and running it using OpenSees. It covers the following:
  1 KB (220 words) - 17:58, 6 December 2012
• Discovering OpenSees -- Getting Started with OpenSees
  ...s (modeling, analysis, output specification). Thus, to create the model in OpenSees the user has to know the basics of Tcl programming language. ...nd demonstrate the process of creating a simple model and running it using OpenSees. It covers the following:
  1 KB (202 words) - 18:31, 7 November 2011
• Getting Started with OpenSees, Sep 2011
  ...s (modeling, analysis, output specification). Thus, to create the model in OpenSees the user has to know the basics of Tcl programming language. ...nd demonstrate the process of creating a simple model and running it using OpenSees. It covers the following:
  1 KB (202 words) - 18:34, 7 November 2011
• OpenSeesDays2014
  A two-day workshop on OpenSees sponsored by NEES and PEER. ...sees.berkeley.edu/OpenSees/workshops/OpenSeesDays2014/OpenSeesWorkshop.pdf OpenSees Basic Presentations], Frank Mckenna
  2 KB (238 words) - 16:52, 6 October 2014
• Example 4: 3-D RC frame subjected to earthquake base excitation
  : To run this example, the user needs to run Example4_Frame3D.tcl in OpenSees to perform FE response and response sensitivity analysis. To verify the DDM == Tcl Input File Download ==
  2 KB (303 words) - 00:40, 16 October 2018
• Cusp
  ...e to it's hardware and softawre requirements it is not built into the main OpenSees executable. 1) Download the CUDA Toolkit 5.5 package from the official website of NVIDIA (choose th
  2 KB (259 words) - 17:55, 15 May 2014
• Example 5: A realistic dam-reservoir-foundation coupling system subjected to earthquake base excitation
  Figure 3 Comparisons of nodal response between OpenSees and ABAQUS for linear elastic case: (a) displacement at point B; (b) accele == Tcl Input File Download ==
  2 KB (308 words) - 00:40, 16 October 2018
• PeerMeeting
  # OpenSees Lite - fewer choices with validated models ...ase - registration update & surveymonkey before get to code when user hit download button.
  2 KB (347 words) - 19:54, 30 November 2009
• Example 1: 2D soil column subjected to earthquake base excitation
  To run this example, the user needs to run Example1_soil2D.tcl in OpenSees to perform FE response and response sensitivity analysis. To verify the DDM == Tcl Input File Download ==
  3 KB (374 words) - 00:42, 16 October 2018
• Example 3: 2D RC frame subjected to earthquake base excitation
  : To run this example, the user needs to run Example3_Frame2D.tcl in OpenSees to perform FE response and response sensitivity analysis. To verify the DDM == Tcl Input File Download ==
  3 KB (364 words) - 00:44, 16 October 2018
• Example 2: 3D soil block subjected to static push over
  : To run this example, the user needs to run Example2_Soil3D.tcl in OpenSees to perform FE response and response sensitivity analysis. To verify the DDM == Tcl Input File Download ==
  3 KB (424 words) - 00:39, 16 October 2018
• BuildingTcl
  ...dures are included to perform the numerical simulation using OpenSees. The OpenSees recorder data is post-processed into more accessible format. ...he BuildingTcl database interactively, run the numerical simulations using OpenSees interactively, and view the results interactively.
  8 KB (1,019 words) - 20:00, 9 November 2010
• Parallel Processing
  #Download [http://www.mcs.anl.gov/research/projects/mpich2 MPICH2] binary release fro ...ast thing ... even on a 64-bit system, you will need the 32-bit version as OpenSees is released is the 32 bit version.
  1 KB (179 words) - 00:33, 1 September 2012
• Three-Dimensional Site Response Analysis of Sloping Ground
  [[Examples| Return to OpenSees Examples Page]] ...three-dimensional effective stress site response analysis of a slope using OpenSees. The considered site consists of layered cohesionless soil underlain by be
  12 KB (1,823 words) - 00:49, 17 December 2013
• One-dimensional Consolidation
  [[Examples| Return to OpenSees Examples Page]] This article describes the OpenSees implementation of a 1D consolidation model. A single soil column is modele
  10 KB (1,563 words) - 18:39, 24 March 2011
• GiD ProblemTypes for 2D Slope Analysis Input File Generation
  [[Examples| Return to OpenSees Examples Page]] ...soil continua in OpenSees. Two separate procedures are made available for download, one which creates an input file for an effective stress analysis using nin
  17 KB (2,850 words) - 18:40, 24 March 2011
• Eigen analysis of a two-storey one-bay frame
  To execute this ananlysis in OpenSees the user has to download this file: ...same folder with the OpenSees.exe. By double clicking on OpenSees.exe the OpenSees interpreter will pop out. To run the analysis the user should type:
  7 KB (1,051 words) - 19:18, 3 November 2011
• Laterally-Loaded Pile Foundation
  [[Examples| Return to OpenSees Examples Page]] This article describes the OpenSees implementation of a simple laterally-loaded pile example. The problem is
  17 KB (2,591 words) - 18:38, 24 March 2011
• Earthquake in Any Direction
  ...direction to a 3D elastic frame by using ''UniformExcitation'' command in OpenSEES software. All of the page can be download as a pdf file here:
  14 KB (1,897 words) - 16:03, 22 May 2018
• Time History Analysis of a 2D Elastic Cantilever Column
  ...(given in the [[Examples Manual|examples manual]]) and is intended to help OpenSees beginners get started. Geometry of the cantilever column, node and element [[File:Example1a_EQ.GIF|link=OpenSees Example 1a. 2D Elastic Cantilever Column]]
  15 KB (2,392 words) - 17:11, 16 July 2012
• Eigen analysis of a two-story shear frame
  To execute this ananlysis in OpenSees the user has to download this files: ...same folder with the OpenSees.exe. By double clicking on OpenSees.exe the OpenSees interpreter will pop out. To run the analysis the user should type:
  7 KB (1,124 words) - 04:20, 22 February 2016
• Eigen analysis of a two-storey shear frame
  To execute this ananlysis in OpenSees the user has to download this files: ...same folder with the OpenSees.exe. By double clicking on OpenSees.exe the OpenSees interpreter will pop out. To run the analysis the user should type:
  7 KB (1,128 words) - 18:44, 14 March 2011
• Eigen analysis of a two-story one-bay frame
  To execute this ananlysis in OpenSees the user has to download this files: ...same folder with the OpenSees.exe. By double clicking on OpenSees.exe the OpenSees interpreter will pop out. To run the analysis the user should type:
  8 KB (1,168 words) - 23:11, 18 October 2010
• Simply supported beam modeled with two dimensional solid elements
  This example (adopted from the old OpenSees Examples Manual) considers a simple problem in solid dynamics. The structur To execute this ananlysis in OpenSees download this file: [[Media:Example6_4.tcl|DynAnal_BeamWithQuadElements.tcl]]
  9 KB (1,399 words) - 21:38, 13 February 2012
• Effective Stress Site Response Analysis of a Layered Soil Column
  [[Examples| Return to OpenSees Examples Page]] This article describes the OpenSees implementation of an effective stress site response analysis of a layered d
  22 KB (3,416 words) - 18:40, 24 March 2011
• Deep Foundation Subject to Lateral Spreading
  [[Examples| Return to OpenSees Examples Page]] This article discusses an OpenSees analysis of a single deep foundation subject to a kinematic loading which s
  12 KB (1,861 words) - 20:15, 15 October 2012
• Excavation Supported by Cantilevered Sheet Pile Wall
  [[Examples| Return to OpenSees Examples Page]] ...ulation of an excavation supported by a cantilevered sheet pile wall using OpenSees. The model considers plane strain conditions in two-dimensions, using quad
  16 KB (2,508 words) - 02:23, 16 December 2011
• Site Response Analysis of a Layered Soil Column (Total Stress Analysis)
  [[Examples| Return to OpenSees Examples Page]] This article describes the OpenSees implementation of a site response analysis a soil deposit located above an
  27 KB (4,190 words) - 18:39, 24 March 2011
• Dynamic 2D Effective Stress Analysis of Slope
  [[Examples| Return to OpenSees Examples Page]] This article describes the OpenSees implementation of an effective stress analysis of a slope which is subject
  27 KB (4,323 words) - 18:40, 24 March 2011
• Truss Model Example - Squat RC Wall
  This example describes the Opensees implementation of a nonlinear truss model for a squat shear critical wall s For this example, the following files are available (download together in '''[[Media:MassoneWall_TrussExample2.zip|MassoneWall_TrussExamp
  7 KB (975 words) - 07:10, 26 November 2013