A5040757994- Structural Health Monitoring Techniques
- Seismic Performance and Analysis
- Geotechnical Engineering and Underground Structures
- Ultrasonics and Acoustic Wave Propagation
- Structural Engineering and Vibration Analysis
- Acoustic Wave Phenomena Research
- Geotechnical Engineering and Analysis
- Wind and Air Flow Studies
- Masonry and Concrete Structural Analysis
- Structural Integrity and Reliability Analysis
- Railway Engineering and Dynamics
- Wind Energy Research and Development
- Machine Fault Diagnosis Techniques
- Fluid Dynamics and Vibration Analysis
- Remote Sensing and Land Use
- Non-Destructive Testing Techniques
- Geotechnical Engineering and Soil Mechanics
- Vibration and Dynamic Analysis
- Geotechnical Engineering and Soil Stabilization
Harbin Institute of Technology
2022-2023
Hong Kong University of Science and Technology
2019-2020
University of Hong Kong
2020
Abstract This study assesses the 3D amplification effects in shallow basins and quantifies of site‐city interaction (SCI) on high‐rise buildings. A regional‐scale spectral element simulation is conducted Tuen Mun‐Yuen Long basin, which contains multiple subbasins with heterogeneous nonlinear soil profiles, while city models various building layouts are fully integrated into basin model for our SCI study. We found a good correlation between factors depths. Site response significantly...
Previous studies have shown that site-city interaction (SCI) is important for sustainable seismic design in a congested urban environment. However, due to its complexity, the phenomenon not yet fully understood. A integrated 3D model was developed herein analyze problem using transportation hub Hong Kong as testbed. The site assumes typical downtown layout with central plaza, large underground chamber surrounded by 16 high-rise buildings deep foundations. This investigation aims explore SCI...
Accurately modeling the complicated dynamic mechanisms of offshore wind turbines (OWTs) requires high numerical fidelity. However, since these models are computationally inefficient for both forward and inverse problems, simplified OWT needed. The present study develops two construction approaches based on full-order finite element models. capable accurately behaviour monopile-supported OWTs. first approach decomposes structure into substructures establishes a reduced-order model similarity...