Álvaro Viviescas

ORCID: 0000-0003-0052-8801
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About
Contact & Profiles
Research Areas
  • Structural Engineering and Vibration Analysis
  • Structural Health Monitoring Techniques
  • Infrastructure Maintenance and Monitoring
  • Concrete Corrosion and Durability
  • Astrophysics and Cosmic Phenomena
  • Dark Matter and Cosmic Phenomena
  • Masonry and Concrete Structural Analysis
  • Civil and Structural Engineering Research
  • Seismic Performance and Analysis
  • Environmental and Ecological Studies
  • Concrete Properties and Behavior
  • Microbial Applications in Construction Materials
  • Structural mechanics and materials
  • Neutrino Physics Research
  • Hygrothermal properties of building materials
  • Particle Detector Development and Performance
  • Geodetic Measurements and Engineering Structures
  • Oil and Gas Production Techniques
  • Occupational Health and Safety in Workplaces
  • Structural Behavior of Reinforced Concrete
  • Plant Taxonomy and Phylogenetics
  • Architecture, Art, Education
  • Water Systems and Optimization
  • Business, Education, Mathematics Research
  • Educational Games and Gamification

Industrial University of Santander
2014-2023

University of San Carlos of Guatemala
2016

Universitat Politècnica de Catalunya
2009-2011

Junta de Andalucía
2009

Textile Institute of Pakistan
2006

La gamificación en el ámbito de la educación se ha convertido una herramienta importante que permite los estudiantes tengan acceso a diferentes contenidos académicos manera dinámica, divertida genera emociones y estimula su aprendizaje. El docente esta nueva era enfrenta desafíos como sobreestimulación está dando por uso excesivo dispositivos electrónicos desde temprana edad hace niños o jóvenes necesiten mayor actividad para aprendizaje no mantienen atención mucho tiempo. álgebra es rama...

10.56219/dialctica.v2i24.3484 article ES cc-by-nc-sa DIALÉCTICA 2025-02-20

A novel method is presented for the determination of ultimate capacity masonry solid shear walls based on simple models resulting from equilibrium considerations. Some basic principles determining acceptability are firstly stated. Based these rules, specific proposed subjected to either distributed or concentrated loading. The performance and their applicability estimation shown by comparison with experimental results advanced numerical simulation.

10.1080/15583058.2010.501481 article EN International Journal of Architectural Heritage 2011-06-09

10.1016/j.nima.2016.02.101 article EN Nuclear Instruments and Methods in Physics Research Section A Accelerators Spectrometers Detectors and Associated Equipment 2016-03-05

10.1016/j.nima.2017.03.055 article EN Nuclear Instruments and Methods in Physics Research Section A Accelerators Spectrometers Detectors and Associated Equipment 2017-04-26

To monitor the structural health of a bridge over its lifetime is necessary to have numerical models to, based on changes in response it, detect possible damage. For this reason and deepen understanding behavior bridges local roads Department Santander, research group materials structures -INME - UIS, takes series post-tensioned concrete that were be flooded by impounding reservoir Hidrosogamoso, becoming full-scale laboratory. Among these El Ramo bridge, which beam slab type, comprising...

10.17981/ingecuc.13.1.2017.03 article EN cc-by-nc-nd Inge CUC 2017-01-01

The Latin American Giant Observatory (LAGO) is an extended cosmic ray observatory composed by a network of water-Cherenkov detectors spanning over different sites located at significantly altitudes (from sea level up to more than $5000$\,m a.s.l.) and latitudes across America, covering huge range geomagnetic rigidity cut-offs atmospheric absorption/reaction levels. This detection designed measure the temporal evolution radiation flux ground with extreme detail. LAGO project mainly oriented...

10.48550/arxiv.1605.02151 preprint EN other-oa arXiv (Cornell University) 2016-01-01

Introduction: The construction of long-span bridges, especially box girder type, has been increasing in recent years Colombia. Due to the importance that these structures represent for infrastructure country, there is a need monitor their structural integrity analyze behavior throughout life cycle, detect changes caused by possible damages and establish maintenance plans. This monitoring can be carried out through characterization dynamic properties structure. Objective: study shows results...

10.17981/ingecuc.14.1.2018.05 article EN cc-by-nc-nd Inge CUC 2018-01-01

In-service prestressed concrete box girder bridges have received increasing attention in recent years due to a large number of reaching decades service. Therefore, the ageing infrastructure demands development robust condition assessment methodologies based on affordable technology such as vehicle-induced vibration tests (VITs) contrast with more expensive existing technologies using hammers or shakers. Ambient (AVTs) been widely used worldwide, taking advantage freely available ambient...

10.3390/s22031219 article EN cc-by Sensors 2022-02-05

Un gran número de edificaciones educativas universidades públicas colombianas requieren con urgencia intervenciones reforzamiento estructural. Sin embargo, por las consideraciones urbanismo la mayoría ciudadelas universitarias, estas se encuentran separadas entre sí zonas verdes y estructuras acceso, donde últimas caracterizan generalmente falta información en sus condiciones contorno propiedades los materiales, el agravanteque muchos casos conectadas estructuralmente educativas. Este...

10.18273/revuin.v23n2-2024001 article ES cc-by-nd Revista UIS Ingenierías 2024-04-01

Introducción: Los puentes son estructuras que demandan grandes inversiones y vitales para el desarrollo económico de cualquier país, su adecuado desempeño, durante después un sismo magnitud considerable, es clave atender emergencias derivadas del evento garantizar una rápida recuperación económica las zonas afectadas. En contexto nacional, los apoyos elastómeros reforzados elementos conexión más usados entre la superestructura subestructura, debido a bajo costo en comparación con otros...

10.17981/ingecuc.20.2.2024.12 article ES cc-by-nc-nd Inge CUC 2024-12-31

RESUMENEl XFEM es una técnica desarrollada para la simulación numérica de problemas relacionados con mecánica fractura.Este método tiene diversas ventajas, pero también aparecen ciertas cuestiones que deben ser abordadas cuidado.La integración los elementos enriquecidos uno esos puntos.En este trabajo se han comparado dos técnicas posibles realizar dicha integración, clásica y especificamente tipo elementos.Las diferencias en el resultado no son destacables, así

10.18273/revuin.v15n2-2016013 article ES cc-by-nd Revista UIS Ingenierías 2017-01-01

ResumenEn Colombia actualmente se desarrollan a gran escala proyectos de construcción vías cuarta generación (4G).Por razones topográficas y económicas, los puentes en esta clase tienden ser cada vez más largos, con apoyos intermedios altos ubicados principalmente zonas amenaza sísmica intermedia alta.Este artículo presenta resultados identificación modal base mediciones condiciones excitación ambiental del puente Gómez Ortiz.Este corresponde una tipología viga cajón encuentra localizado la...

10.18273/revuin.v18n2-2019003 article ES cc-by-nd Revista UIS Ingenierías 2019-02-14

During the last few decades, several advantages of concrete wall housing have been identified when compared with masonry houses located in high hazard seismic zones; for instance, higher lateral stiffness and strength, ductility capacity. Therefore, construction lowrise units using reinforced shear walls has become a preferred choice consequently, its use increased considerably many Latin American countries. The aim this study is to experimentally assess strains on steel reinforcement...

10.15446/ing.investig.v34n1.40726 article EN cc-by Ingeniería e Investigación 2014-04-25

Objetivo: Análisis de viabilidad estructural para configuraciones soporte paneles solares en rellenos sanitarios clausurados un mejor aprovechamiento estos espacios contribuyendo a aumentar la capacidad del país generación energía renovable donde afectación ecosistemas es baja o nula. Metodología: Con base los parámetros análisis identificados como relevantes, se ejecutó una revisión bibliográfica que permitió identificar seis tipologías estructurales y con modelado numérico realizar...

10.17081/invinno.11.1.6363 article ES cc-by Investigación e Innovación en Ingenierías 2023-05-24

Objetivo: Las condiciones topográficas y altas especificaciones técnicas de los recientes proyectos infraestructura vial ejecutados por el gobierno colombiano ha impulsado la construcción numerosos puentes segmentales. La Norma Colombiana Diseño Puentes – LRFD CCP 14 no establece criterios específicos para evaluación nuevos que permitan estructural. Con objetivo fomentar implementación pruebas dinámicas en segmentales se presenta un estudio identificación parámetros influyentes...

10.17081/invinno.9.2.4888 article ES cc-by Investigación e Innovación en Ingenierías 2021-09-10

Abstract Updating a finite-element (FE) model using dynamic parameters obtained from field testing requires an adequate understanding of the variation such due to changes in environmental conditions. This paper presents experimental program study influence water–structure interaction response prestressed concrete segmental bridge with partially submerged piers artificial reservoir. The bridge, located Colombia, has total length 558 m. Ambient Vibration Tests (AVTs) consisted four campaigns...

10.1007/s13349-022-00623-y article EN cc-by Journal of Civil Structural Health Monitoring 2022-09-06

The Latin American Giant Observatory (LAGO) is an extended cosmic ray observatory composed by a network of water-Cherenkov detectors spanning over different sites located at significantly altitudes (from sea level up to more than 5000\,m a.s.l.) and latitudes across America, covering huge range geomagnetic rigidity cut-offs atmospheric absorption/reaction levels. This detection designed measure the temporal evolution radiation flux ground with extreme detail. LAGO project mainly oriented...

10.2139/ssrn.3847525 article EN SSRN Electronic Journal 2016-01-01

This paper presents a comparative study of an Optimal Sensor Placement (OSP) implementation conducted in box girder bridge using experimental and numerical mode shapes obtained at different construction stages. It is widely recognized that monitoring the dynamic response bridges during stages provides valuable information to adjust design considerations. Therefore, there need for development OSP implementations order find optimal number sensors needed real applications. In present study, OPS...

10.24050/reia.v17i34.1296 article EN cc-by-nc-nd Revista EIA 2020-10-12

<p>The use of prestressed concrete (PSC) box girder bridges built by segmentally balanced cast-in-place cantilevers has spread massively due to noticeable advantages over traditional. However, excessive deflections have been observed in 10-years old constructed worldwide which designed based on international code standards that underestimated rheological effects. To guarantee 100-year design life bridges, it is necessary a periodic monitoring system validates in-service performance. In...

10.2749/newyork.2019.2114 article EN Report 2019-01-01

The balanced cast-in-place cantilever erection method has become a popular construction bridge technique. main advantages include an industrialized technique that prevents the use of intermediate supports and rapid construction. However, long-term response this typology is not well understood as deflections due to time-dependent phenomena (such creep shrinkage) are significantly simplified in design codes. Existing prediction models commonly used tend underestimate deflections, result, field...

10.1590/1679-78257102 article EN cc-by Latin American Journal of Solids and Structures 2022-01-01

Abstract In oil wells with beam pumping systems, sucker rods mainly failed by fatigue due to the fact that they operate under cycling tension stresses. Additionally, superficial defects could be generated during handling and operation of rods, which favor formation cracks consequently decreasing original expected life rod. Because a high rate rod failures fatigue, consequent increase in operational costs, study was done obtain experimental data will used for selection design strings. Fatigue...

10.2118/102211-ms article EN SPE Annual Technical Conference and Exhibition 2006-09-24

The use of prestressed concrete box girder bridges built by segmentally balanced cantilevers has bloomed in the last decades due to its significant structural and construction advantages complex topographies. In Colombia, this typology is most common solution for structures with spans ranging 80-200 m. Despite popularity, excessive deflections worldwide evidenced that time-dependent effects were underestimated. This problem led constant updating creep shrinkage models international code...

10.12989/cac.2021.28.5.487 article EN Computers and Concrete, an International Journal 2021-11-01
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