Please use this identifier to cite or link to this item:
http://dspace.uniten.edu.my/jspui/handle/123456789/8413| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Kalavagunta, S. | - |
| dc.contributor.author | Naganathan, S. | - |
| dc.contributor.author | Mustapha, K.N.B. | - |
| dc.date.accessioned | 2018-02-15T02:59:21Z | - |
| dc.date.available | 2018-02-15T02:59:21Z | - |
| dc.date.issued | 2012 | - |
| dc.identifier.uri | http://dspace.uniten.edu.my/jspui/handle/123456789/8413 | - |
| dc.description.abstract | This study investigated the progressive collapse of cold formed storage rack structures subjected to seismic loading, using pushover analysis. A simple storage rack cold formed steel structure was analyzed with static, non-linear procedure in accordance with FEMA 356 specifications and progressive collapse recorded such as occupancy, immediate occupancy, life safety and collapse prevention. Pushover analysis was found to be a useful analysis tool for the conventional storage racking systems giving good estimates of the overall displacement demands, base shears and plastic hinge formation. © 2012 JUST. All Rights Reserved. | - |
| dc.title | Pushover analysis for cold formed storage rack structures | - |
| item.fulltext | No Fulltext | - |
| item.grantfulltext | none | - |
| Appears in Collections: | COE Scholarly Publication | |
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