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Juan Camilo Molina Villegas

Professor

Medellín, Colombia

Publications

  • Full microtremor H/V (z, f) inversion for shallow subsurface characterization
  • Using Acceleration Records as Diffuse Fields for Tomography of the Valley of Mexico City: Synthetic Results
  • The inversion of spectral ratio H/V in a layered system using the Diffuse Field Assumption (DFA)
  • Computing the Dynamic Response of a Stratified Elastic Half Space Using Diffuse Field Theory
  • Generalized Diffuse Field Within a 2d Alluvial Basin: a Numerical Example
  • Local Generation of Love Surface Waves at the Edge of a 2D Alluvial ValleyLocal Generation of Love Surface Waves at the Edge of a 2D Alluvial Valley
  • A GENERALIZED THEORY FOR FULL MICROTREMOR H/V(Z, F) SPECTRAL RATIO INTERPRETATION IN OFFSHORE AND ONSHORE ENVIRONMENTS
  • A generalized theory for full microtremor horizontal-to-vertical [H/V(z, f)] spectral ratio interpretation in offshore and onshore environments
  • Analytical formulation of the stiffness method for 2D reticular structures using Green functions
  • The inversion of spectral ratio H/V in a layered system using the diffuse field assumption (DFA)
  • Full microtremor H/V(z,f) inversion for shallow subsurface characterization
  • Analysis of beams on elastic foundations using Green's functions
  • Formulation of the Green’s functions stiffness method for Euler–Bernoulli beams on elastic Winkler foundation with semi-rigid connections
  • Closed-form solution of Timoshenko frames with semi-rigid connections
  • Closed-form solution of Timoshenko frames using the Green’s Function Stiffness Method
  • Closed-form solution for non-uniform Euler–Bernoulli beams and frames
  • Horizontal self-centering structural system in steel structures diaphragms
  • Closed-form solution of Euler–Bernoulli frames in the frequency domain
  • Closed-form solutions for axially non-uniform Timoshenko beams and frames under static loading
  • Closed-form solution of Timoshenko frames on elastic Winkler foundation using the Green’s function stiffness method

Juan Camilo Molina Villegas's public data