Doctorate at Universidad del Desarrollo, Chile
Dr. Gabriel Candia is a Geotechnical and Structural Engineer with expertise in seismic hazard, vulnerability, and risk analysis. His specialization includes studying the static and dynamic behavior of both soils and structures. With a solid background in applied mathematics and numerical modeling, Dr. Candia brings a comprehensive understanding of the interactions between seismic forces and the built environment. His work encompasses a multidisciplinary approach, contributing to advancements in geotechnical and seismic engineering, and reflects a commitment to enhancing our understanding of earthquake-related phenomena.
Professional Profiles:
Scopus profile
Orcid profile
Google Scholar Profile
Education:
Dr. Gabriel Candia is an accomplished professional with a strong educational background. He earned his Ph.D. from the University of California, Berkeley, in 2013, showcasing his commitment to advanced research and academic excellence. Prior to his doctoral studies, Dr. Candia obtained a Master of Engineering degree from Universidad Católica de Chile in 2007, following an earlier achievement of a Civil Engineering degree from the same institution in 2005. His educational journey reflects a comprehensive exploration of engineering disciplines and a dedication to expanding his expertise.
Research Interests:
Seismic Response of Retaining Walls: His work on the seismic response of retaining walls with cohesive backfill suggests an interest in the behavior of these structures under seismic loading, possibly involving centrifuge model studies.
Strong‐Motion Database for Chilean Earthquakes: The publication related to a consistently processed strong-motion database indicates an interest in earthquake seismology and data analysis, particularly focusing on Chilean seismic events.
Performance-Based Assessment of Seismic Pseudo-Static Coefficient: The research on the seismic pseudo-static coefficient used in slope stability analysis suggests an interest in performance-based assessments related to slope stability under seismic conditions.
Collapse Risk Assessment of Reinforced Concrete Buildings: His contribution to the collapse risk assessment of a Chilean dual wall-frame reinforced concrete office building indicates a focus on risk analysis and structural performance under seismic loads.
Performance-Based Assessment of Seismically-Induced Slope Displacements: The work on new developments for the performance-based assessment of seismically-induced slope displacements highlights a broader interest in performance-based assessments related to slope stability.
Publications (TOP NOTES):
Title: Seismic response of retaining walls with cohesive backfill: Centrifuge model studies
- Authors: G Candia, RG Mikola, N Sitar
- Journal: Soil Dynamics and Earthquake Engineering
- Year: 2016
- Volume: 90
- Pages: 411-419
- Citations: 27
Title: A Consistently Processed Strong‐Motion Database for Chilean Earthquakes
- Authors: S Castro, R Benavente, JGF Crempien, G Candia, JC de la Llera
- Journal: Seismological Society of America
- Year: 2022
- Volume: 93 (5)
- Pages: 2700-2718
- Citations: 25
Title: Performance-based assessment of the seismic pseudo-static coefficient used in slope stability analysis
- Authors: J Macedo, G Candia
- Journal: Soil Dynamics and Earthquake Engineering
- Year: 2020
- Volume: 133
- Pages: 106109
- Citations: 25
Title: Collapse risk assessment of a Chilean dual wall-frame reinforced concrete office building
- Authors: G Araya-Letelier, PF Parra, D Lopez-Garcia, A Garcia-Valdes, G Candia, …
- Journal: Engineering Structures
- Year: 2019
- Volume: 183
- Pages: 770-779
- Citations: 22
Title: New developments for the performance-based assessment of seismically-induced slope displacements
- Authors: J Macedo, G Candia, M Lacour, C Liu
- Journal: Engineering Geology
- Year: 2020
- Volume: 277
- Pages: 105786
- Citations: 21
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