Analysis of a typical Midwestern structure subjected to seismic loads /
The extent of damage and casualties in Midwest cities such as St. Louis during an earthquake caused by the New Madrid fault system will be due in part to the performance of buildings. Dynamic nonlinear analysis of a reinforced concrete building not designed for seismic loads is one method used to a...
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| Format: | Thesis Book |
| Language: | English |
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[Place of publication not identified] :
[publisher not identified] ;
2000.
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| Online Access: | Link to OAK Trust copy |
Internet
Link to OAK Trust copyRemote Storage
| Call Number: |
2000 Fellows Thesis H367 |
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| Notes: |
Cushing Archival Copy (Library Use Only) |
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| Call Number | Status | Get It |
| 2000 Fellows Thesis H367 | Available | |
Available Online
| Call Number: |
2000 Fellows Thesis H367 |
|
|---|---|---|
| Call Number | Status | Get It |
| 2000 Fellows Thesis H367 | Available | |