A5011183036- Seismic Performance and Analysis
- Structural Health Monitoring Techniques
- Geotechnical Engineering and Underground Structures
- Landslides and related hazards
- earthquake and tectonic studies
- Seismic Waves and Analysis
- Structural Response to Dynamic Loads
- Geotechnical Engineering and Soil Stabilization
- Geotechnical Engineering and Soil Mechanics
- Structural Behavior of Reinforced Concrete
- Seismology and Earthquake Studies
- Masonry and Concrete Structural Analysis
- Earthquake Detection and Analysis
- Water resources management and optimization
- Climate change and permafrost
- Geotechnical and Geomechanical Engineering
- Structural Engineering and Vibration Analysis
- Seismic and Structural Analysis of Tall Buildings
- Infrastructure Resilience and Vulnerability Analysis
- Disaster Management and Resilience
- Structural Load-Bearing Analysis
- Flood Risk Assessment and Management
- Geotechnical and construction materials studies
- 3D Modeling in Geospatial Applications
MEF University
2015-2025
Boğaziçi University
2006-2013
Kandilli Observatory and Earthquake Research Institute
2008-2011
In response to the significant earthquakes that struck Turkey and Syria on February 6, 2023, a collaborative reconnaissance team, consisting of researchers engineers from Japan Turkey, was formed by Association for Earthquake Engineering, Architectural Institute Japan, Society Civil Engineers, Japanese Geotechnical Society. This coalition conducted an in-depth on-site investigation March 28 April 2, two months after catastrophic seismic events. Islahiye, landslide resulted in formation dam....
AbstractThe engineering purpose of a site-specific response analysis is to estimate the uniform hazard acceleration spectrum on ground surface for selected level. One mandatory components site analyses one or more representative time histories that need be scaled with respect calculated seismic level site. The selection and scaling procedures earthquake records play an important role in this approach. effects differences using two different approaches are studied: motion parameters scaling....
Two variables are essential for the assessment of liquefaction susceptibility sandy soil layers; seismic demand expressed in terms cyclic stress ratio, CSR; and capacity layers to resist liquefaction, resistance CRR. The variation safety factors (CRR/CSR) with depth were determined set profiles where CSRs calculated using reduction proposed literature CRRs based on SPT blow counts. In addition, also site response analyses. A total approach (Shake91) an effective (Cyclic1D) used analysis....