A5019215782- Seismic Performance and Analysis
- Structural Health Monitoring Techniques
- Fluid Dynamics Simulations and Interactions
- Masonry and Concrete Structural Analysis
- Geotechnical Engineering and Underground Structures
- Geotechnical Engineering and Soil Mechanics
- Concrete Corrosion and Durability
- Structural Engineering and Vibration Analysis
- Infrastructure Maintenance and Monitoring
- Structural Response to Dynamic Loads
- Geotechnical Engineering and Soil Stabilization
- Structural Behavior of Reinforced Concrete
- Ultrasonics and Acoustic Wave Propagation
- Building materials and conservation
- Fluid Dynamics and Vibration Analysis
- 3D Surveying and Cultural Heritage
- Vibration and Dynamic Analysis
- History and Cultural Heritage
- Tree Root and Stability Studies
- Dam Engineering and Safety
- earthquake and tectonic studies
- Conservation Techniques and Studies
- Thermography and Photoacoustic Techniques
- Cultural and Sociopolitical Studies
- Flood Risk Assessment and Management
Bursa Uludağ Üni̇versi̇tesi̇
2015-2024
Karadeniz Technical University
2005-2008
Gümüşhane University
2008
Abstract Kahramanmaraş Earthquake Sequence of 6th February is the deadliest earthquake that happened in Turkey era instrumental seismology, claiming more than 55 thousand lives and leaving torn down cities towns behind. More 450 km long lateral strike-slip fault ruptured during these catastrophic earthquakes. As a result, 38 buildings collapsed causing life losses. Considering large share Turkish building stock consists RC buildings, vulnerable main responsible for this picture. Deficiencies...
Many historical and new masonry minarets were damaged or collapsed during the 1999 earthquakes in Kocaeli Duzce, Turkey. These other recent not only caused loss of property but also many lives. The structural failures resulting casualties have led to discussion investigation potential reasons for poor seismic performance minarets. primary goal this study is review construction practices Turkey discuss damage observed those structures. architectural properties contemporary Ottoman their...
The dynamic response characteristics of a rectangular fluid container are investigated by using finite element method. is assumed to be linear-elastic, inviscid and compressible. A displacement-based was employed allow for the effects fluid. typical container, which used in recent studies, considered numerical analysis. North-South component El Centro Earthquake records as input ground acceleration. Rigid flexible containers solutions obtained chosen sample tank. Hydrodynamic pressures...
An efficient methodology is presented to evaluate the seismic behavior of a Fluid-Elevated Tank-Foundation/Soil system taking embedment effects into accounts. The frequency-dependent cone model used for considering elevated tank-foundation/soil interaction and equivalent spring-mass given in Eurocode-8 fluid-elevated tank interaction. Both models are combined obtain response systems sloshing fluid properties soil. analysis carried out frequency domain with modal procedure. less computational...
Failure in a structural system can appear because of different types pathologies and cause large number problems during seismic action. Among these are design execution flaws, underestimation the required capacity cross-section or demand, use low quality materials. The jacketing technique for frame element is most common strengthening method practice to remove such disadvantages system. Then, shear stress transferability at concrete-to-concrete interface surface main objective. Shear...