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Diego López-García González

Profesor Asociado

Pontificia Universidad Católica de Chile

Santiago, Chile

Líneas de Investigación


Ingeniería Estructural - Ingeniería Sísmica

Educación

  •  Ingeniería Civil, UNIVERSITY AT BUFFALO. Estados Unidos, 2004

Experiencia Académica

  •   Profesor Asociado Full Time

    PONTIFICIA UNIVERSIDAD CATOLICA DE CHILE

    Facultad de Ingeniería

    Santiago, Chile

    2005 - A la fecha


 

Article (25)

Fragility-based analysis of the influence of effective stiffness of reinforced concrete members in shear wall buildings
Assessment of the seismic capacity of tall wall buildings using nonlinear finite element modeling
Collapse risk assessment of a Chilean dual wall-frame reinforced concrete office building
Inelastic Displacement Ratios for Nonstructural Components Subjected to Floor Accelerations
Optimization of height-wise damper distributions considering practical design issues
Risk-informed optimization of the tuned mass-damper-inerter (TMDI) for the seismic protection of multi-storey building structures
The Influence of Accidental Torsion on the Inelastic Dynamic Response of Buildings During Earthquakes
Numerical assessment of accumulated seismic damage in a historic masonry building. A case study
Soil-Structure Interaction for Integrated Design of Weakened and Damped Structures
Characterization and design of tuned liquid dampers with floating roof considering arbitrary tank cross-sections
Life-cycle based design of mass dampers for the Chilean region and its application for the evaluation of the effectiveness of tuned liquid dampers with floating roof
Modeling and experimental validation of a new type of tuned liquid damper
Multi-objective risk-informed design of floor isolation systems
The influence of gravity column continuity on the seismic performance of special steel moment frame structures
An efficient computational procedure for the dynamic analysis of liquid storage tanks
Assessment of floor accelerations in special steel moment frames
Bidirectional Pushover Analysis of Irregular Structures
Influence of the gravity framing system on the collapse performance of special steel moment frames
Algorithm for design of controlled motion of adjacent structures
Seismic Response of Adjacent Steel Structures Connected by Passive Device
Assessment of the separation necessary to prevent seismic pounding between linear structural systems
Evaluation of current criteria in predicting the separation necessary to prevent seismic pounding between nonlinear hysteretic structural systems
Experimental Investigation of Multihazard Resistant Bridge Piers Having Concrete-Filled Steel Tube under Blast Loading
A bidirectional and homogeneous tuned mass damper: A new device for passive control of vibrations
Linear isolation of stainless steel legged thin-walled tanks

ConferencePaper (4)

Behavior of reinforced concrete shear wall buildings subjected to large earthquakes
Floor accelerations in buildings having different structural systems
An innovative type of tuned liquid damper
Inelastic deformation ratios for nonstructural components subjected to floor accelerations
29
Diego López-García

Profesor Asociado

Departamento de Ingeniería Estructural y Geotécnica

Pontificia Universidad Católica de Chile

Santiago, Chile

6
Rafael Ruiz

Profesor Asistente

Universidad de Chile

santiago, Chile

2
JUAN DE LA LLERA

Profesor Titular

Facultad de Ingeniería

PONTIFICIA UNVIERSIDAD CATÓLICA DE CHILE

Santiago, Chile

2
José Almazán

Profesor Asociado

Ingenieria Estructural y Geotecnica

PONTIFICIA UNIVERSIDAD CATÓLICA DE CHILE

Santiago, Chile

1
Gabriel Candia

Profesor Asociado

Universidad del Desarrollo

Santiago, Chile

1
Cristián Sandoval

Profesor Asociado

Departamento de Ingeniería Estructural y Geotécnica

PONTIFICIA UNIVERSIDAD CATÓLICA DE CHILE

Santiago, Chile

1
Gerardo Araya

Profesor Asociado

Pontificia Universidad Católica de Chile

Santiago, Chile