Example 1: 2D soil column subjected to earthquake base excitation: Difference between revisions
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Revision as of 21:53, 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.
Instructions on how to run this example
To execute this ananlysis in OpenSees the user has to download these files:
- Ex1a.Canti2D.EQ.m.tcl
- A10000.acc (ground-motion file)