Ulascilingir (2024)

These structures, often used in waterfronts, face complex seismic demands. Research shows that seismic loads can significantly increase both maximum displacement and bending moments, highlighting the need for proper anchoring and advanced seismic design.

Cilingir's research frequently employs centrifugal testing to simulate real-world earthquake conditions (up to 100 G-level) to observe failure mechanisms in soil and embedded structures, which are later validated by FEA models. ulascilingir

To get you the specific information you need, could you clarify: g., on tunnels vs. monopiles)? These structures, often used in waterfronts, face complex

Research investigates the lateral behavior of large-diameter monopiles in sand. Findings emphasize that lateral deformation is highly sensitive to the pile diameter ( ) and loading height. An embedded length of is identified as an effective length for stability. To get you the specific information you need,

Based on the search results, Ulas Cilingir is a Senior Geotechnical Engineer and PhD researcher specializing in seismic soil-structure interaction, particularly regarding underground structures like tunnels, anchored sheet pile walls, and offshore monopiles.

Are you interested in the (centrifuge/FEA) or the results ? Ulas CILINGIR | Senior Engineer | PhD | Research profile

Studies indicate that TDA, when used as a compressible layer, can be effective in reducing overburden loads on buried structures, though it may also cause additional acceleration amplification at the surface. 3. Key Methodology: Centrifuge Modelling