Abstract
Steel space framed hall buildings are dedicated as shelters for people suffering from earthquakes. In general construction, steel space frames are built on reinforced concrete (R/C) frames or wall structures above the bottom side. For this reason, the bottom side has higher rigidity comparing with the upper side. In Turkey, where there is a very high earthquake risk, earthquake-resistant steel space framed structures is an important issue. In this current research, hall buildings in Turkey, involving two different rigidity parts as R/C and steel, are taken into consideration regarding earthquake effect. In this study, three different hall structures were modeled with different elastic moduli for the analysis part. Nonlinear time history analyses were applied with 25 different earthquake data for performance estimation. After the time history analyses, probabilistic seismic assessment was carried out for the model buildings through fragility analyses. For each model, analysis results were evaluated and compared. As a result, the hall buildings were found to be vulnerable to damage during expected future earthquakes. Moreover, elastic moduli have significant effect on the structural response.
| Original language | English |
|---|---|
| Pages (from-to) | 415-439 |
| Number of pages | 25 |
| Journal | Structural Design of Tall and Special Buildings |
| Volume | 22 |
| Issue number | 5 |
| DOIs | |
| Publication status | Published - 10 Apr 2013 |
| Externally published | Yes |
Keywords
- fragility analysis
- Hall buildings
- probabilistic seismic risk assessment
- time history analysis
