Example 1: 2D soil column subjected to earthquake base excitation: Difference between revisions
Jump to navigation
Jump to search
Foxchameleon (talk | contribs) No edit summary |
Foxchameleon (talk | contribs) |
||
| Line 17: | Line 17: | ||
== Instructions on how to run this example == | == Instructions on how to run this example == | ||
To execute this ananlysis in OpenSees the user has to download | To execute this ananlysis in OpenSees the user has to download this input file: | ||
*[[Media:example1_input.tcl|example1_input.tcl]] | *[[Media:example1_input.tcl|example1_input.tcl]] | ||
Revision as of 23:26, 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 this input file: