PABLO ANDRES TORRES RODAS

  • Profesor de Ingeniería Civil
  • Colegio de Ciencias e Ingenierías, Politécnico
  • 297-1700 ext 2141
  • patorresr@usfq.edu.ec

ESTUDIOS

EXPERIENCIA LABORAL

PUBLICACIONES

Effect of Base-Connection Strength and Ductility on the Seismic Performance of Steel Moment-Resisting Frames
Strength resistance factors for seismic design of exposed based plate connections in special steel moment resisting frames
Estado del Arte en Conexiones Base de Columna-Fundación para Marcos Especiales Resistentes a Momento
A hysteretic model for the rotational response of embedded column base connections
Seismic Demands in Column Base Connections of Steel Moment Frames
Seismic Response Of Steel Moment Frame Considering Gravity System And Column Base Flexibility
Rotational Stiffness of Deeply Embedded Column–Base Connections
Seismic Performance of Weak-Base Strong Column Steel Moment Frames
Hysteretic Model for Exposed Column–Base Connections

INTERESES