EVA LANTSOGHT

  • Profesora de Ingeniería Estructural
  • Colegio de Ciencias e Ingenierías, Politécnico
  • 297-1700 ext 1186
  • elantsoght@usfq.edu.ec

ESTUDIOS

EXPERIENCIA LABORAL

Investigadora de Ingeniería Civil, Delft University of Technology
( 2013 - Hasta el presente )
• Investigación en el tema de puentes existentes • Investigación en el tema de fatiga en concrete en compression • Cargas de prueba en puentes existentes
Profesora de Ingeniería Civil, Universidad San Francisco de Quito
( 2013 - Hasta el presente )
• Implementación del laboratorio de ensayos para estructuras de concreto reforzado y mezclas de concreto • Instructora de las cátedras de Hormigon Armado I y II, Tecnología de Pavimentos y Laboratorio de Materiales de Construcción • Directora de tesis en el campo de diseño de estructuras en hormigón estructural.
Asistente de Investigación y Enseñanza, Delft University of Technology
( 2009 - 2013 )
Tareas Investigativas: • Desarrollo de experimentos en especímenes de gran escala para determinar la resistencia a cortante de puentes de concreto reforzado • Desarrollo de modelos de diseño para el cálculo de la resistencia a cortante de puentes tipo losa de concreto reforzada, en cooperación con TNO (Instituto Holandés para la Investigación en Ciencias Aplicadas) y Rijkswaterstaat (Ministerio Holandés de Transporte) • Investigación forense de un puente de concreto tipo losa reforzada para Gemeente, Delft Tareas Docentes: • Supervisión de tres tesis de maestría en Ingeniería Estructural • Instructora asistente de la cátedra de Concreto Pretensado • Instructora del módulo de diseño para esfuerzos cortantes en la cátedra de Estructuras de Concreto • Participante del Proyecto “2Flow: Incorporating the New World of Work into Civil Engineering and Geosciences at TU Delft”
Pasante de Ingeniería, Establis
( 2007 - 2007 )
• Desarrollo de modelos de elementos finitos para el diseño de estructuras de acero • Inspección en campo de proyectos estructurales en concreto y acero de las obras diseñadas por Establis • Implementación de hojas de cálculo para el diseño de vigas de concreto usando modelos “strut and tie”
Pasante de Ingenieria, Ney and Partners
( 2007 - 2007 )
Actualizacion de hojas de cálculo para el diseño de estructuras de concreto de acuerdo con Eurocode EN 1992-1-1:2005

PUBLICACIONES

Neural network-based formula for shear capacity prediction of one-way slabs under concentrated loads
¿Cómo evaluar la capacidad de puentes de hormigón existentes?
ANN-Based Fatigue Strength of Concrete under Compression
ANN-Based Shear Capacity of Steel Fiber-Reinforced Concrete Beams without Stirrups
Chaper 13 Conclusions and Outlook
Chapter 1 Methodology for Proof Load Testing
Chapter 1. Introduction
Chapter 3 Current Codes and Guidelines
Chapter 3 Example of Proof Load Testing from Europe
Chapter 4 General Considerations
Chapter 5 Preparation of Load Tests
Chapter 6 General Considerations for the Execution of Load Tests
Chapter 7 Post-Processing and Bridge Assessment
Chapter 8 Methodology for Diagnostic Load Testing
Chapter 9 Reliability-Based Analysis and Life-Cycle Management of Load Tests
Database of Shear Experiments on Steel Fiber Reinforced Concrete Beams without Stirrups
Fatigue Assessment of Prestressed Concrete Slab-Between-Girder Bridges
Fatigue Testing of Transversely Prestressed Concrete Decks
Feasibility of Collapse Test on the Nieuwklap Bridge
How do steel fibers improve the shear capacity of reinforced concrete beams without stirrups?
Improvements of a nonlinear analysis guideline for the re-examination of existing urban concrete structures
Influence of Fiber Content on Shear Capacity of Steel Fiber-Reinforced Concrete Beams
Interviewing and Hiring Practices in Brazilian Academia: Proposals Towards Improvement
Literature review on the Shear capacity of Steel Fiber Reinforced Con-crete Beams
Optimizing Finite Element Models for Concrete Bridge Assessment With Proof Load Testing
Primer on Bridge Load Testing
Punching Capacity of Prestressed Concrete Bridge Decks Under Fatigue
Quantification of digital image correlation applicability related to in-situ proof load testing of bridges
SHEAR CAPACITY OF STEEL FIBRE REINFORCED CONCRETE BEAMS
Shear Testing of Steel Fiber Reinforced Concrete Beams for Analysis with Digital Image Correlation
Stop Criteria for Flexure for Proof Load Testing of Reinforced Concrete Structures
Uso de Materiales en Ingeniería Estructural: Una Mirada al Futuro
ASSESSMENT OF SLAB BRIDGES THROUGH PROOF LOADING IN THE NETHERLANDS
Bezwijktest Nieuwklapbrug: Voorbereidingsrapport
Celebrating the Legacy of Senator Fulbright
Development of a stop criterion for load tests based on the critical shear displacement theory
Evaluation of Concrete Bridge Behavior through Load Testing – International Perspectives
FULL-SIZE FIELD TEST OF PRESTRESSED CONCRETE T-BEAM BRIDGE
Ineffective Obsessions in Brazilian Academia and Proposals Towards Meritocracy
Long-term material and structural behavior of high-strength concrete cantilever bridge: Results of 20 years monitoring
Modelling of the proof load test of viaduct De Beek
Monitoring crack width and strain during proof load testing
Nonlinear finite element analysis of beam experiments for stop criteria
Proposed stop criteria for proof load testing of concrete bridges and verification
RATING OF CONCRETE ROAD BRIDGES WITH STATIC PROOF LOAD TESTS
Research Counts, Not the Journal
Stop criteria for proof load tests verified with field and laboratory testing of the Ruytenschildt Bridge
The Arched Strut - a Tool for Modelling Column-Slab Connections
The Arched Strut – a Tool for Modelling Column-Slab Connections
The A-Z of the PhD Trajectory
Twenty years monitoring of a high strength concrete cantilever bridge
Verification of flexural stop criteria for proof load tests on concrete bridges based on beam experiments
Beam Experiments on Acceptance Criteria for Bridge Load Tests
Determination of loading protocol and stop criteria for proof loading with beam tests
Development of recommendations for proof load testing of reinforced concrete slab bridges
Distribution of peak shear stress in finite element models of reinforced concrete slabs
Extended Strip Model for Reinforced Concrete Slabs under Concentrated Loads
Extended Strip Model for slabs subjected to a combination of loads
Extended Strip Model for slabs subjected to load combinations
Field assessment of a concrete bridge
MODELING CONCRETE MATERIAL STRUCTURE: A TWO-PHASE MESO FINITE ELEMENT MODEL
Pilot Proof-Load Test on Viaduct de Beek: Case Study
Proof load testing of reinforced concrete bridges: Experience from a program of testing in the Netherlands
Proof load testing of reinforced concrete slab bridges
Proof load testing of the viaduct De Beek
Recommendations for proof load testing of reinforced concrete slab bridges
Reliability index after proof load testing: viaduct De Beek
Required proof load magnitude for probabilistic field assessment of viaduct De Beek
State-of-the-art on load testing of concrete bridges
Towards standardisation of proof load testing: pilot test on viaduct Zijlweg
Case Study on Aggregate Interlock Capacity for the Shear Assessment of Cracked Reinforced-Concrete Bridge Cross Sections
Collapse test and moment capacity of the Ruytenschildt reinforced concrete slab bridge
DEFINING LOADING CRITERIA FOR PROOF LOADING OF EXISTING REINFORCED CONCRETE BRIDGES
Development of Stop Criteria for Proof Loading
Effect of torsion on shear capacity of slabs
Extended Strip Model: Effect of self-weight and size effect
Failure analysis and maintenance proposal for the bridge over “Quebrada de Tambura” (Imbabura-Ecuador)
Modeling of symmetrically and asymmetrically loaded reinforced concrete slabs
Modified Bond Model: Improvements and deeper theoretical analysis
Probabilistic prediction of the failure mode of the Ruytenschildt Bridge
Proposal for the fatigue strength of concrete under cycles of compression
Querkrafttragfähigkeit von Platten nahe Auflagern Übersicht über diverse Versuche
Ruytenschildt Bridge: Field and laboratory testing
Shear and Moment Capacity of the Ruytenschildt Bridge
SHEAR CAPACITY OF THE RUYTENSCHILDT BRIDGE.
Strain and deflection analysis in plain concrete beams and reinforced concrete beams by applying Digital Image Correlation
Top PhD Advice from Start to Defense and Beyond Focus on The Netherlands with Universal Tips & Tricks
Using Eurocodes and Aashto for assessing shear in slab bridges
Effective shear width of concrete slab bridges
Experimental investigation on shear capacity of reinforced concrete slabs with plain bars and slabs on elastomeric bearings
Improved formulation for compressive fatigue strength of concrete
Modified Bond Model for shear in slabs under concentrated loads
Proposal for the extension of the Eurocode shear formula for one-way slabs under concentrated loads
Reliability-based expression for the shear capacity of reinforced concrete slabs under concentrated loads close to supports
Ruytenschildtbrug Analyse proefresultaten uiterste grenstoestand
Testing of plain concrete beams for analysis with Digital Image Correlation
Testing of Reinforced concrete arches and T-beam for analysis with Digital Image Correlation
Transition from one-way to two-way shear in slabs under concentrated loads
Database of wide concrete members failing in shear
Determination of distribution width for shear stresses at support in reinforced concrete slab bridges
Effective Width in Shear of Reinforced Concrete Solid Slab Bridges under Wheel Loads
Fatigue of concrete under compression Database and proposal for high strength concrete
Fatigue of concrete under compression: Database and proposal for high strength concrete
Influence of Width on Shear Capacity of Reinforced Concrete Members
Modified Bond Model: Analysis and behavior of strips
PRACTICAL APPLICATION OF TRANSVERSE LOAD REDISTRIBUTION IN REINFORCED CONCRETE SOLID SLAB BRIDGES
Predicting the Shear Capacity of Reinforced Concrete Slabs subjected to Concentrated Loads close to Supports with the Modified Bond Model
Ruytenschildbrug: Voorbereiding proef tot bezwijken van een plaatveld
Share your research process via social media
Modified Bond Model: Analysis of edge effect and influence of bearings

INTERESES

Hormigón Armado, Hormigón Pretensado, Puentes, Diseño de Pavimentos y Science Communication (2.0)