Abstract
This paper discuss an investigation on the stiffened and unstiffened girder supported steel shear wall subjected to monolitic in plane shear and to understand the behaviour. Finite element modeling was used for pushover analysis. aspect ratio, width to thickness effect were studied. Unstiffened one may be used for the rehabilitation and sesimic upgrading based on invetigated parameters.
| Original language | English |
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| Pages | 318 |
| Number of pages | 10 |
| Publication status | Published - 2 May 2012 |
| Event | 4th International Conference on Seismic Retroffiting - Tabriz, Iran, Islamic Republic of Duration: 2 May 2012 → 4 May 2012 |
Conference
| Conference | 4th International Conference on Seismic Retroffiting |
|---|---|
| Abbreviated title | ICSR 2012 |
| Country/Territory | Iran, Islamic Republic of |
| City | Tabriz |
| Period | 2/05/12 → 4/05/12 |
Keywords
- Steel shear wall
- seismic rehabilitation
- upgrading
- stiffened plate
- unstiffened plate