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Eduardo Nuñez Castellanos

ACADÉMICO

UNIVERSIDAD CATÓLICA DE LA SANTÍSIMA CONCEPCIÓN

CONCEPCIÓN, Chile

Líneas de Investigación


ESTUDIO NUMÉRICO Y EXPERIMENTAL DE CONEXIONES EN ESTRUCTURAS DE ACERO; ESTUDIO NUMÉRICO Y EXPERIMENTAL DE ESTRUCTURAS DE ACERO; PATOLOGÍA Y REHABILITACIÓN ESTRUCTURAL

Educación

  •  MÁSTER EN TÚNELES Y OBRAS SUBTERRANEAS, UNIVERSIDAD POLITECNICA DE MADRID. España, 2010
  •  DOCTORADO EN INGENIERÍA ESTRUCTURAL, UNIVERSIDAD CENTRAL DE VENEZUELA. Venezuela, 2016
  •  INGENIERO CIVIL, UNIVERSIDAD DE CARABOBO. Venezuela, 2002
  •  INGENIERO CIVIL, UNIVERSIDAD DE CHILE. Chile, 2020

Experiencia Académica

  •   DOCENTE Part Time

    UNIVERSIDAD DE CARABOBO

    INGENIERIA

    VALENCIA, Venezuela

    2013 - 2015

  •   DOCENTE Other

    UNIVERSIDAD DE CHILE

    CIENCIAS FISICAS Y MATEMATICAS

    SANTIAGO, Chile

    2016 - 2018

  •   ACADEMICO JORNADA COMPLETA Full Time

    UNIVERSIDAD AUSTRAL DE CHILE

    INGENIERIA

    VALDIVIA, Chile

    2018 - 2019

  •   ACADEMICO JORNADA COMPLETA Full Time

    UNIVERSIDAD CATOLICA DE LA SANTISIMA CONCEPCION

    INGENIERIA

    CONCEPCIÓN, Chile

    2019 - At present

Experiencia Profesional

  •   INSTRUCTOR, SOPORTE TÉCNICO Other

    COMPUTER AND STRUCTURES INC

    Estados Unidos

    2010 - At present

  •   ACADEMICO JORNADA COMPLETA Full Time

    UNIVERSIDAD CATOLICA DE LA SANTISIMA CONCEPCION

    CONCEPCION, Chile

    2019 - At present


 

Article (39)

Numerical fragility assessment of monopile bridges subjected to different subduction-related earthquake mechanisms, considering soil-structure interaction
Cyclic behavior of beam-to-upright bolted connections: Experimental study of Chilean steel storage racks
Effectiveness of a load-level isolation system (LLIS) for industrial steel storage racks: Experimental validation on a shake table
Enhanced robotic cross-laminated timber panel assembly process
Seismic damage assessment of steel storage racks subjected to subduction earthquakes using a simplified method
Seismic fragility evaluation of SCBF using simultaneous perturbation stochastic approach
Seismic performance factors for steel SCBF subjected to Chilean Earthquakes using FEMA P695 methodology
Seismic performance of eccentrically braced frames with intermediate- and long-links: An IDA-based study using Chilean earthquakes
Seismic resilience of composite moment frames buildings with slender built-up columns
Seismic resilience of simply supported bridges subjected to subduction earthquakes
Seismic-Resistant Performance of Double Built-Up T Moment Connections
A Simplified Framework to Integrate Databases with Building Information Modeling for Building Energy Assessment in Multi-Climate Zones
Cyclic Behavior of Concrete-Filled Tube Columns with Bidirectional Moment Connections Considering the Local Slenderness Effect
Implementation of Building Information Modeling Technologies in Wood Construction: A Review of the State of the Art from a Multidisciplinary Approach
Load-level isolator model for pallets on industrial storage racks and validation with experimental results
Strong column-weak beam relationship of 3D steel joints with tubular columns: Assessment, Validation and Design proposal
Correlation between compressive strength of concrete and ultrasonic pulse velocity: A case of study and a new correlation method
Cyclic behavior of 3D moment connections subjected to bidirectional load: Experimental approach
Cyclic Behavior of the Column-Tree Moment Connection with Weakened Plates: A Numerical Approach
Incremental dynamic analysis of steel storage racks subjected to Chilean earthquakes
Proof of Concept and Preliminary Validation of an Analytical Model of an Energy Dissipator for Tension Loads with Self-Centering Capacity
Seismic performance of eccentrically braced frames with short-links: IDA approach using chilean earthquakes
Seismic Performance of RC Moment Frame Buildings Considering SSI Effects: A Case Study of the New Venezuelan Seismic Code
Assessment of Strength Reduction Factor on Concrete Moment Frames According to the New Venezuelan Seismic Code
Assessment of Web Panel Zone in Built-up Box Columns Subjected to Bidirectional Cyclic Loads
Influence of Global Slenderness and Sliding Pallets on Seismic Design of Steel Storage Racks: A Sensitivity Analysis
Parametric study of 3D steel moment connections with built-up box column subjected to biaxial cyclic loads
Experimental study on the mechanical behavior of polypropylene fibre reinforced concrete subjected to monotonic loads
Numerical Study on Seismic Response of Steel Storage Racks with Roller Type Isolator
Assessment of the Seismic Behavior of Selective Storage Racks Subjected to Chilean Earthquakes
Bidirectional Response of Weak-Axis End-plate Moment Connections: Numerical Approach
Cyclic Behavior of Hollow Section Beam–Column Moment Connection: Experimental and Numerical Study
Cyclic Performance of End-Plate Biaxial Moment Connection with HSS Columns
Damage assessment of the May 31st, 2019, Talcahuano tornado, Chile
Monotonic Response of Exposed Base Plates of Columns: Numerical Study and a New Design Method
Numerical Study on Cyclic Response of End-Plate Biaxial Moment Connection in Box Columns
Static response of asymmetrically damaged metallic strands: Experimental and numerical approach
Experimental performance of double built-up T moment connections under cyclic loading
Seismic performance of moment connections in steel moment frames with HSS columns

ConferencePaper (1)

PATHOLOGICAL AND STRUCTURAL ASSESSMENT OF A RESIDENTIAL BUILDING IN LOTA, CHILE

Errata (2)

Cyclic Behavior of Concrete-Filled Tube Columns with Bidirectional Moment Connections Considering the Local Slenderness Effect. (vol 14, 2240, 2024)
Enhanced robotic cross-laminated timber panel assembly process (vol 22, 100667, 2025)

Patent (1)

Aparato de aislación bidireccional de productos almacenados sobre unas bandejas en respuesta a movimientos externos

Proyecto (6)

Seismic performance of moment frames with concrete filled thin tube columns and moment connections with bidirectional resistance
Seismic assessment of steel baseplates enhanced with ductile anchors
Seismic performance of dissipative stiffened base connections for steel moment frames structures
Protección sísmica de sistemas de almacenamiento industrial (RACKS) mediante la implementación de aislador de masa inercial
SEISMIC ASSESSMENT OF END-PLATE MOMENT CONNECTION WITH BIAXIAL RESISTANCE IN STEEL MOMENT FRAMES WITH TUBULAR COLUMNS CONSIDERING AXIAL LOAD VARIABILITY
SEISMIC PROTECTION OF STEEL STORAGE RACKS USING ISOLATION
1
Raul Santa Maria

Associate professor

Structural and Geotechnical Engineering

PONTIFICIA UNIVERSIDAD CATÓLICA DE CHILE

Santiago, Chile

1
Ricardo Herrera

Profesor Asociado

ingeniería Civil

Universidad de Chile

Santiago, Chile

1
DAVID BLANCO

DIRECTOR DE DESARROLLO ACADEMICO

UNIVERSIDAD TECNOLOGICA METROPOLITANA

Santiago, Chile

49
Eduardo Nuñez

ACADÉMICO

INGENIERIA CIVIL

UNIVERSIDAD CATÓLICA DE LA SANTÍSIMA CONCEPCIÓN

CONCEPCIÓN, Chile

1
Juan Vielma

Profesor

Escuela de Ingeniería Civil

Pontificia Universidad Católica de Valparaíso

Valparaíso, Chile

1
Ricardo Moffat

Director

Universidad Adolfo Ibáñez

Santiago, Chile

1
Nelson Maureira

Académico

Ingeniería Civil

Universidad Católica de la Santísima Concepción

Concepciòn, Chile

2
Felipe Vicencio

Profesor Asistente

Ingeniería Civil

Universidad San Sebastián

Santiago, Chile

2
Ramón Mata

Docente Investigador

Ingenieria

Universidad San Sebastián

Concepcion, Chile

1
angel roco

docente investigador

salud

Universidad de Las Américas

santiago, Chile

1
Claudio Sepulveda

Profesor Asistente

Obras Civiles

Universidad Técnica Federico Santa María

santiago, Chile

1
Guillermo Bustamante

Académico

Ingeniería Civil

Universidad Católica de la Santisima Concepción

concepcion, Chile

1
Manuel Chávez

Director de Carrera

Ingeniería Civil

Universidad Andrés Bello

Conepción, Chile

2
Javiera Padilla

Directora de carrera de ingeniería civil

Universidad San Sebastián

Concepción, Chile