Example 1: 2D soil column subjected to earthquake base excitation: Difference between revisions

From OpenSeesWiki
Jump to navigation Jump to search
No edit summary
No edit summary
Line 7: Line 7:
----
----


[[File:Figure1_2D_soil_column_subjected_to_earthquake_base_excitation.JPG]]
[[File:TryNew.JPG]]
[[File:TimeDependent_Figure1.GIF|link=OpenSees Examples Manual -- Structural Models & Analyses|right]]
 
----   
----   



Revision as of 22:09, 11 January 2011

Example Provided by: Quan Gu (UCSD)


This example is taken as a 3-D three-story reinforced concrete frame structure with rigid diaphragm behavior at each floor, subjected to bidirectional earthquake base excitation with ground acceleration time histories taken as the two horizontal components of the 1978 Tabas earthquake.


File:TryNew.JPG



Instructions on how to run this example

To execute this ananlysis in OpenSees the user has to download these files: