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Ramón David Mata Lemus

Docente Investigador

Universidad San Sebastián

Concepcion, Chile

Revisor de la norma VEN 1756-2020 /colaborador del proyecto "Evaluación de sistemas de protección sísmicas mediante disipadores viscoelásticos (UNI-PERU)" / Asistente de Investigación Proyecto FONDECYT Nº11200709 / Investigador FONDEF ID22I10140

Ingeniero Civil, UNIVERSIDAD DE CARABOBO. Venezuela, 2015
Ingenieria Civil, UNIVERSIDAD CATOLICA DE LA SANTISIMA CONCEPCION. Chile, 2023
Ingenieria, UNIVERSIDAD CATOLICA DE LA SANTISIMA CONCEPCION. Chile, 2024

Preparador Mecanica de Suelos Part Time

UNIVERSIDAD DE CARABOBO

Ingenieria

VALENCIA, Venezuela

2011 - 2014
Profesor part time de Analisis de Estructuras Part Time

UNIVERSIDAD JOSE ANTONIO PAEZ

Ingenieria

valencia, Venezuela

2015 - 2017
Profesor Colaborador Part Time

UNIVERSIDAD CATOLICA DE LA SANTISIMA CONCEPCION

Ingenieria

CONCEPCION, Chile

2021 - A la fecha
ACADEMICO Full Time

UNIVERSIDAD SAN SEBASTIAN

Ingenieria, Arquitectura y Diseño

Concepción, Chile

2024 - A la fecha

Ingeniero de Proyectos Estructurales Full Time

Delta Engineering consulting

valencia, Venezuela

2014 - 2017
Inspector de Obras Civiles Full Time

INCLAM S.A SUCURSAL VENEZUELA

maracay, Venezuela

2017 - 2018
Ingeniero de Proyectos Full Time

INCLAM S.A. SUCURSAL PERÚ

Lima, Peru

2018 - 2020
Jefe de Infraestructura Full Time

TAMSHI S.A.C

Tamshiyacu, Chile

2020 - 2021
Investigador Proyecto FONDEF ID22I10140 Part Time

Universidad Catolica de la Santisima Concepción

Concepción, Chile

2022 - A la fecha


Strong column-weak beam relationship of 3D steel joints with tubular columns: Assessment, Validation and Design proposal Article ISI SCOPUS Journal of Building Engineering (2024)
Assessment of Web Panel Zone in Built-up Box Columns Subjected to Bidirectional Cyclic Loads Sanhueza, Frank Article ISI BUILDINGS (2023)
Correlation between compressive strength of concrete and ultrasonic pulse velocity: A case of study and a new correlation method Article ISI CONSTRUCTION AND BUILDING MATERIALS (2023)
Cyclic behavior of 3D moment connections subjected to bidirectional load: Experimental approach Bustos-Figueroa, Juan; Lapena-Manero, Pablo Article ISI SCOPUS ENGINEERING STRUCTURES (2023)
Incremental dynamic analysis of steel storage racks subjected to Chilean earthquakes Article ISI THIN-WALLED STRUCTURES (2023)
Seismic performance of eccentrically braced frames with short-links: IDA approach using chilean earthquakes Calo, Byron Article ISI SCOPUS Journal of Building Engineering (2023)
Seismic Performance of RC Moment Frame Buildings Considering SSI Effects: A Case Study of the New Venezuelan Seismic Code Hernandez, Matias; Bustamante, Guillermo Article ISI SCOPUS Buildings (2023)
Assessment of Strength Reduction Factor on Concrete Moment Frames According to the New Venezuelan Seismic Code Mata-Lemus, Ramon; Idrees-Rustom, Ahmad; Sanchez-Rodriguez, Javier; Torres-Moreno, Ronald; Nunez-Castellanos, Eduardo; Bustamante-Laissle, Guillermo Article ISI BUILDINGS (2022)
Influence of Global Slenderness and Sliding Pallets on Seismic Design of Steel Storage Racks: A Sensitivity Analysis Castro Jorge; Guerrero, Nestor; Roco, Angel Article ISI BUILDINGS (2022)
Parametric study of 3D steel moment connections with built-up box column subjected to biaxial cyclic loads Mata, Ramon Article ISI JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2022)


Implementation of Building Information Modeling Technologies in Wood Construction: A Review of the State of the Art from a Multidisciplinary Approach Calquin, Danny Lobos; Bustamante, Guillermo; Caicedo, Natalia; Fernandez, David Blanco; Diaz, Marcos; Pulgar-Rubilar, Pablo; Roa, Leonardo Review ISI BUILDINGS (2024)

FRANK SANHUEZA

ACADEMICO

INGENIERIA CIVIL

UNIVERSIDAD CATOLICA DE LA SANTISIMA CONCEPCION

CONCEPCION, Chile

Eduardo Nuñez

ACADÉMICO

INGENIERIA CIVIL

UNIVERSIDAD CATÓLICA DE LA SANTÍSIMA CONCEPCIÓN

CONCEPCIÓN, Chile

Nelson Maureira

Académico

Ingeniería Civil

Universidad Católica de la Santísima Concepción

Concepciòn, Chile

Marco Díaz

Docente Conferenciante

Ciencias de la Construcción

Universidad Tecnológica Metropolitana

Santiago, Chile

Ramón Mata

Docente Investigador

Ingenieria

Universidad San Sebastián

Concepcion, Chile

Guillermo Bustamante

Académico

Ingeniería Civil

Universidad Católica de la Santisima Concepción

concepcion, Chile

Ramón David Mata Lemus

Líneas de Investigación

Educación

Ingeniero Civil, UNIVERSIDAD DE CARABOBO. Venezuela, 2015

Ingenieria Civil, UNIVERSIDAD CATOLICA DE LA SANTISIMA CONCEPCION. Chile, 2023

Ingenieria, UNIVERSIDAD CATOLICA DE LA SANTISIMA CONCEPCION. Chile, 2024

Experiencia Académica

Preparador Mecanica de Suelos Part Time

Profesor part time de Analisis de Estructuras Part Time

Profesor Colaborador Part Time

ACADEMICO Full Time

Experiencia Profesional

Ingeniero de Proyectos Estructurales Full Time

Inspector de Obras Civiles Full Time

Ingeniero de Proyectos Full Time

Jefe de Infraestructura Full Time

Investigador Proyecto FONDEF ID22I10140 Part Time

Article (10)

Strong column-weak beam relationship of 3D steel joints with tubular columns: Assessment, Validation and Design proposal

Assessment of Web Panel Zone in Built-up Box Columns Subjected to Bidirectional Cyclic Loads

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

Incremental dynamic analysis of steel storage racks subjected to Chilean earthquakes

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

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