| dc.creator |
Uyanik, Osman |
|
| dc.creator |
Uyanik, Nurten Ayten |
|
| dc.creator |
Ekin, Nevbahar |
|
| dc.date |
2024-01-01T00:00:00Z |
|
| dc.date.accessioned |
2025-02-25T10:18:17Z |
|
| dc.date.available |
2025-02-25T10:18:17Z |
|
| dc.identifier |
1fb9adb2-a571-4101-8854-e4fda81d54e3 |
|
| dc.identifier |
https://avesis.sdu.edu.tr/publication/details/1fb9adb2-a571-4101-8854-e4fda81d54e3/oai |
|
| dc.identifier.uri |
http://acikerisim.sdu.edu.tr/xmlui/handle/123456789/99012 |
|
| dc.description |
<p>The waves that occur in an earthquake affect the behavior of the soil and the building</p><p>due to the structural condition of the bedrock and the physical properties of the soil</p><p>near the surface. To predict this interaction, the deep underground structure models</p><p>of the areas considered as settlements should be determined and how the earthquake</p><p>waves will be directed (macro-zoning) depending on this should be revealed. Since the</p><p>near surface features of the ground can increase the effect of earthquake waves, it is</p><p>necessary to determine the near surface properties and create their maps (micro-zoning).</p><p>Earthquake waves are formed in thick sediments compared to the rock environment</p><p>and cause great damage to both the ground and the buildings. In order to be protected</p><p>from these damages, it is necessary to determine focusing and scattering conditions</p><p>arising from the deep underground base topography. Therefore, parameters such as</p><p>maximum horizontal ground acceleration, soil liquefaction, soil dominant vibration</p><p>period, soil amplification, and near-surface soil properties should be determined.</p> |
|
| dc.language |
eng |
|
| dc.rights |
info:eu-repo/semantics/closedAccess |
|
| dc.title |
Innovations in Engineering and Food Science |
|
| dc.type |
info:eu-repo/semantics/bookPart |
|