Example 1: 2D soil column subjected to earthquake base excitation: Difference between revisions
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[[File:Figure1_2D_soil_column_subjected_to_earthquake_base_excitation.jpg]] | [[File:Figure1_2D_soil_column_subjected_to_earthquake_base_excitation.jpg]] | ||
[[File:Figure2_Total_acceleration_time_history_at_the_base_of_the_soil_columnNewCopy.jpg]] | [[File:Figure2_Total_acceleration_time_history_at_the_base_of_the_soil_columnNewCopy.jpg]] | ||
[[File:Figure3_Material_propertie_ of_various_layers_of_soil_columnNew.jpg]] | [[File:Figure3_Material_propertie_ of_various_layers_of_soil_columnNew.jpg]] | ||
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Revision as of 23:23, 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:Figure3 Material propertie of various layers of soil columnNew.jpg
Instructions on how to run this example
To execute this ananlysis in OpenSees the user has to download these files: