José Miguel Castro

ORCID: 0000-0001-9732-9969
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About
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Research Areas
  • Seismic Performance and Analysis
  • Structural Load-Bearing Analysis
  • Structural Behavior of Reinforced Concrete
  • Structural Engineering and Vibration Analysis
  • Masonry and Concrete Structural Analysis
  • Structural Health Monitoring Techniques
  • BIM and Construction Integration
  • Fatigue and fracture mechanics
  • Seismic and Structural Analysis of Tall Buildings
  • Concrete Corrosion and Durability
  • Structural Analysis and Optimization
  • Mechanical Behavior of Composites
  • Engineering Structural Analysis Methods
  • Structural Response to Dynamic Loads
  • Mechanical stress and fatigue analysis
  • Structural Engineering and Materials Analysis
  • Innovative concrete reinforcement materials
  • earthquake and tectonic studies
  • Wind and Air Flow Studies
  • Structural Analysis of Composite Materials
  • Wave and Wind Energy Systems
  • Fire effects on concrete materials
  • Geotechnical Engineering and Underground Structures
  • Vibration and Dynamic Analysis
  • Metal Forming Simulation Techniques

Universidade do Porto
2016-2025

Delft University of Technology
2024

Universidade Sénior Contemporânea
2022-2023

University of Stavanger
2019

Universidad Nacional de Colombia
2019

Istituto Universitario di Studi Superiori di Pavia
2018

Hospital de São João
2010

Imperial College London
2004-2010

The lack of empirical data regarding earthquake damage or losses has propelled the development dozens analytical methodologies for derivation fragility and vulnerability functions. Each method will naturally have its strengths weaknesses, which consequently affect associated risk estimates. With purpose sharing knowledge on modeling, identifying shortcomings in existing methods, recommending improvements to current practice, a group experts met Pavia (Italy) April 2017. Critical topics...

10.1193/042418eqs101o article EN Earthquake Spectra 2019-04-22

Lisfranc Joint Ligamentous Complex: MRI With Anatomic Correlation in CadaversMiguel Castro1, Lina Melão1 2, Clarissa Canella2, Marcio Weber2, Pedro Negrão3, Debra Trudell2 and Donald Resnick2Audio Available | Share

10.2214/ajr.10.4674 article EN American Journal of Roentgenology 2010-11-22

Summary The recent concerns regarding the seismic safety of existing building stock have highlighted need for an improvement current assessment procedures. Alongside with development more advanced commercial software tools and computational capacities, nonlinear dynamic analysis is progressively becoming a common preferable procedure in buildings. Besides complexity associated formulation mathematical model, major issues arise related definition action, which can lead to different levels...

10.1002/eqe.2620 article EN Earthquake Engineering & Structural Dynamics 2015-08-18

10.1016/j.advengsoft.2017.05.005 article EN Advances in Engineering Software 2017-05-29

10.1016/j.jcsr.2006.11.018 article EN Journal of Constructional Steel Research 2007-01-23

Abstract This paper focuses on examining the effects of frequency content ground motion inelastic demands imposed both single degree freedom (SDF) and multi (MDF) steel‐framed systems. A detailed literature review is conducted to identify indicator that best represents motion. The mean period ( T m ) selected owing its ability distinguish between various spectral shapes motion, relationship with magnitude, distance site characteristics. Inelastic displacement SDF systems for target ductility...

10.1002/eqe.1013 article EN Earthquake Engineering & Structural Dynamics 2010-05-13

The fatigue design of offshore structures normally uses wave and wind loading. Currently, analyses for damage accumulation assessments this type structure are based on signal–noise (S–N) curves welded structural components, the hot-spot stress approach Palmgren–Miner law – according to codes. Fatigue in codes and/or recommended practices supported by global analysis. In paper, a global–local methodology applied an jacket-type platform using local through notch strain parameter is proposed....

10.1680/jmaen.2019.24 article EN Proceedings of the Institution of Civil Engineers - Maritime Engineering 2020-03-25
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