2020
|
| 1. |  | Macías, Enrique García; Ubertini, Filippo Automated operational modal analysis and ambient noise deconvolution interferometry for the full structural identification of historic towers: A case study of the Sciri Tower in Perugia, Italy Journal Article In: Engineering Structures, 2020. Abstract | Links | BibTeX | Tags: Ambient vibration testing, Automated Operational Modal Analysis, Seismic Interferometry, Structural Health Monitoring, Wave propagation @article{WavesSc,
title = {Automated operational modal analysis and ambient noise deconvolution interferometry for the full structural identification of historic towers: A case study of the Sciri Tower in Perugia, Italy},
author = {Enrique García Macías and Filippo Ubertini},
url = {https://drive.google.com/open?id=1kwKCCyetmXuk8AkAQ-2hDf76hFgmd7-j, Download},
year = {2020},
date = {2020-04-17},
journal = {Engineering Structures},
abstract = {Structural Health Monitoring (SHM) based upon Operational Modal Analysis (OMA) constitutes an increasingly mature and widespread technology in the conservation of historic structures. Such techniques, while proved effective for assessing the global integrity of structures, may fail at detecting local damage with little influence on the modal features of the system. In this context, the analysis of propagating waves throughout the structure features a synergistic approach to OMA with superior capabilities for data-driven damage identification. Although some promising results have been reported in the literature on the application of Seismic Interferometry to reinforced-concrete structures, works concerning the continuous monitoring of ambient vibrations in historic structures are virtually non-existent. In this light, this paper proposes the coupled application of automated OMA and Ambient Noise Deconvolution Interferometry for the full structural system identification of historic structures, and evaluates the advantages of this technology through a validation case study of the Sciri Tower in Perugia, Italy. A continuous vibration-based monitoring system deployed in the tower during three weeks allows us to assess the effectiveness of the proposed approach. The reported results demonstrate the robustness of the monitoring system for identifying environmental effects on the spatial distribution of wave velocities, and shed light into the dispersion relation of the tower.},
keywords = {Ambient vibration testing, Automated Operational Modal Analysis, Seismic Interferometry, Structural Health Monitoring, Wave propagation},
pubstate = {published},
tppubtype = {article}
}
Structural Health Monitoring (SHM) based upon Operational Modal Analysis (OMA) constitutes an increasingly mature and widespread technology in the conservation of historic structures. Such techniques, while proved effective for assessing the global integrity of structures, may fail at detecting local damage with little influence on the modal features of the system. In this context, the analysis of propagating waves throughout the structure features a synergistic approach to OMA with superior capabilities for data-driven damage identification. Although some promising results have been reported in the literature on the application of Seismic Interferometry to reinforced-concrete structures, works concerning the continuous monitoring of ambient vibrations in historic structures are virtually non-existent. In this light, this paper proposes the coupled application of automated OMA and Ambient Noise Deconvolution Interferometry for the full structural system identification of historic structures, and evaluates the advantages of this technology through a validation case study of the Sciri Tower in Perugia, Italy. A continuous vibration-based monitoring system deployed in the tower during three weeks allows us to assess the effectiveness of the proposed approach. The reported results demonstrate the robustness of the monitoring system for identifying environmental effects on the spatial distribution of wave velocities, and shed light into the dispersion relation of the tower. |
| 2. |  | García-Macías, Enrique; Ubertini, Filippo MOVA/MOSS: Two integrated software solutions for comprehensive Structural Health Monitoring of structures Journal Article In: Mechanical Systems and Signal Processing, 143 , pp. 106830, 2020. Abstract | Links | BibTeX | Tags: Damage detection, Data fusion, Novelty analysis, Operational modal analysis, Structural Health Monitoring, Unsupervised learning @article{MOVA_MOSS,
title = {MOVA/MOSS: Two integrated software solutions for comprehensive Structural Health Monitoring of structures},
author = {Enrique García-Macías and Filippo Ubertini},
url = {https://drive.google.com/open?id=19Kk3USGUHivrpGj_Eso8HLiULqrBpJCf, Download},
doi = {https://doi.org/10.1016/j.ymssp.2020.106830},
year = {2020},
date = {2020-04-03},
journal = {Mechanical Systems and Signal Processing},
volume = {143},
pages = {106830},
abstract = {Recent ground-breaking advances in sensing technologies, data processing, and structural identification have made Structural Health Monitoring (SHM) occupy a central place in Structural Engineering. Although the technological transfer to the industry is still in the early development stages, there is clear evidence that SHM-enabled condition-based maintenance of structures will soon supersede traditional periodic maintenance strategies. Among the existing solutions, ambient vibration-based SHM has become particularly popular owing to its minimum intrusiveness and global damage assessment capabilities. Nevertheless, it is well documented that local pathologies with limited impact over the stiffness of structures can be hardly detected by such techniques. As a solution, recent studies advocate the use of integrated monitoring systems, where data from heterogeneous sensor networks are simultaneously processed to achieve a comprehensive structural assessment. Despite the great advances of these systems reported by researchers, practitioners still find many difficulties to bring them to practice. In this light, this paper reports the development of two novel software solutions for long-term SHM of structures, MOVA and MOSS, that are intended to bridge this gap while also introducing new methodological and scientific advances. The developed software enables the online system identification and damage detection of structures, including vibration-based SHM and data fusion of heterogeneous sensing systems with an innovative automated anomaly detection algorithm. A case study of a permanent static/dynamic/environmental monitoring system installed in a monumental masonry palace, the Consoli Palace in Gubbio (Italy), is presented to illustrate the capabilities of MOVA/MOSS.},
keywords = {Damage detection, Data fusion, Novelty analysis, Operational modal analysis, Structural Health Monitoring, Unsupervised learning},
pubstate = {published},
tppubtype = {article}
}
Recent ground-breaking advances in sensing technologies, data processing, and structural identification have made Structural Health Monitoring (SHM) occupy a central place in Structural Engineering. Although the technological transfer to the industry is still in the early development stages, there is clear evidence that SHM-enabled condition-based maintenance of structures will soon supersede traditional periodic maintenance strategies. Among the existing solutions, ambient vibration-based SHM has become particularly popular owing to its minimum intrusiveness and global damage assessment capabilities. Nevertheless, it is well documented that local pathologies with limited impact over the stiffness of structures can be hardly detected by such techniques. As a solution, recent studies advocate the use of integrated monitoring systems, where data from heterogeneous sensor networks are simultaneously processed to achieve a comprehensive structural assessment. Despite the great advances of these systems reported by researchers, practitioners still find many difficulties to bring them to practice. In this light, this paper reports the development of two novel software solutions for long-term SHM of structures, MOVA and MOSS, that are intended to bridge this gap while also introducing new methodological and scientific advances. The developed software enables the online system identification and damage detection of structures, including vibration-based SHM and data fusion of heterogeneous sensing systems with an innovative automated anomaly detection algorithm. A case study of a permanent static/dynamic/environmental monitoring system installed in a monumental masonry palace, the Consoli Palace in Gubbio (Italy), is presented to illustrate the capabilities of MOVA/MOSS. |
| 3. |  | Pachón, Pablo; 'i, Mar; Cámara, Margarita; 'i, V; García-Macías, Enrique; Friswell, Michael I; Castro-Triguero, Rafael Evaluation of optimal sensor placement algorithms for the Structural Health Monitoring of architectural heritage. Application to the Monastery of San Jerónimo de Buenavista (Seville, Spain) Journal Article In: Engineering Structures, 202 , pp. 109843, 2020. Abstract | Links | BibTeX | Tags: @article{pachon2020evaluation,
title = {Evaluation of optimal sensor placement algorithms for the Structural Health Monitoring of architectural heritage. Application to the Monastery of San Jerónimo de Buenavista (Seville, Spain)},
author = {Pablo Pachón and Mar{'i}a Infantes and Margarita Cámara and V{'i}ctor Compán and Enrique García-Macías and Michael I Friswell and Rafael Castro-Triguero},
doi = {https://doi.org/10.1016/j.engstruct.2019.109843},
year = {2020},
date = {2020-01-01},
journal = {Engineering Structures},
volume = {202},
pages = {109843},
publisher = {Elsevier},
abstract = {In recent years, Structural Health Monitoring (SHM) based on Operational Modal Analysis (OMA) and damage detection tools has become a popular non-destructive solution to assess the real-time integrity of any kind of structure. This technique is especially well-suited for the condition-based conservation of historical structures, where minimal invasiveness must be ensured owing to their high cultural and architectural value. Optimal Sensor Placement (OSP) techniques represent a valuable tool for efficiently designing the sensor layout in a SHM system in order to achieve an effective modal identification with a reduced number of sensors and, consequently, an improved cost efficiency. In this light, this paper proposes a design methodology of sensor networks based on OSP techniques suitable for historical structures. To do so, a preliminary extensive OMA campaign is conducted in order to construct a reliable finite element (FE) model by fitting the identified modal properties. Afterwards, an optimal sensor arrangement with a limited number of sensors is obtained by applying different model-based OSP techniques. In order to improve the robustness of the solution, material uncertainties are included in the model and the optimal sensor placement is conducted within a statistical framework. This methodology is presented and evaluated with a case study of a Spanish secular building: the Monastery of San Jerónimo de Buenavista in Seville (Spain). In particular, this paper presents the results of the preliminary ambient vibration test and the modal identification of the monastery, the updating process of the FE model, as well as a critical review of the different OSP techniques within a framework of material parameter uncertainty. The presented analysis demonstrate that OSP techniques based on the rank optimization of the kinetic energy matrix of the structure yield robust sensor layout.},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
In recent years, Structural Health Monitoring (SHM) based on Operational Modal Analysis (OMA) and damage detection tools has become a popular non-destructive solution to assess the real-time integrity of any kind of structure. This technique is especially well-suited for the condition-based conservation of historical structures, where minimal invasiveness must be ensured owing to their high cultural and architectural value. Optimal Sensor Placement (OSP) techniques represent a valuable tool for efficiently designing the sensor layout in a SHM system in order to achieve an effective modal identification with a reduced number of sensors and, consequently, an improved cost efficiency. In this light, this paper proposes a design methodology of sensor networks based on OSP techniques suitable for historical structures. To do so, a preliminary extensive OMA campaign is conducted in order to construct a reliable finite element (FE) model by fitting the identified modal properties. Afterwards, an optimal sensor arrangement with a limited number of sensors is obtained by applying different model-based OSP techniques. In order to improve the robustness of the solution, material uncertainties are included in the model and the optimal sensor placement is conducted within a statistical framework. This methodology is presented and evaluated with a case study of a Spanish secular building: the Monastery of San Jerónimo de Buenavista in Seville (Spain). In particular, this paper presents the results of the preliminary ambient vibration test and the modal identification of the monastery, the updating process of the FE model, as well as a critical review of the different OSP techniques within a framework of material parameter uncertainty. The presented analysis demonstrate that OSP techniques based on the rank optimization of the kinetic energy matrix of the structure yield robust sensor layout. |
| 4. |  | Krishnaswamy, Jagdish A; Buroni, Federico C; García-Macías, Enrique; Melnik, Roderick; Rodríguez-Tembleque, Luis; Saez, Andres Design of nano-modified PVDF matrices for lead-free piezocomposites: Graphene vs carbon nanotube nano-additions Journal Article In: Mechanics of Materials, 142 , pp. 103275, 2020. Abstract | Links | BibTeX | Tags: @article{krishnaswamy2020design,
title = {Design of nano-modified PVDF matrices for lead-free piezocomposites: Graphene vs carbon nanotube nano-additions},
author = {Jagdish A Krishnaswamy and Federico C Buroni and Enrique García-Macías and Roderick Melnik and Luis Rodríguez-Tembleque and Andres Saez},
doi = {https://doi.org/10.1016/j.mechmat.2019.103275},
year = {2020},
date = {2020-01-01},
journal = {Mechanics of Materials},
volume = {142},
pages = {103275},
publisher = {Elsevier},
abstract = {Graphene nano-additions to polymer matrices have demonstrated exceedingly better mechanical properties compared to carbon-nanotube modified matrices. Therefore, in the context of mechanically superior high-performance piezo-composites, graphene-modified composite architectures represent an important design direction. In this paper, we first develop an effective property model for graphene-modified piezoelectric matrices, taking into account the mechanical anisotropy of the matrix. We further evaluate the piezoelectric performance of the matrix architecture which incorporates lead-free BaTiO3 polycrystal inclusions. In order to obtain comparisons with well-established composites, we compare the electro-elastic response of two composite architectures in which the matrix is modified by multiwalled CNTs and graphene respectively. It is seen that, near percolation of the nano-additions, graphene-based systems exhibit an order of improvement in the piezoelectric response compared to the composite without nano modification. This improvement is comparable to CNT-based systems, but the matrix hardening is lesser than half the hardening observed in CNT-modified composites. This feature is due to a considerably smaller percolation threshold of graphene compared to CNTs which brings about percolative conditions at very small filler concentrations. We further investigate the dependence of the electric flux and fields in the graphene-modified piezocomposite on the polycrystallinity of the piezoelectric inclusions to identify the polycrystalline configurations that can lead to improved performance in such nanomodified piezocomposites.},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
Graphene nano-additions to polymer matrices have demonstrated exceedingly better mechanical properties compared to carbon-nanotube modified matrices. Therefore, in the context of mechanically superior high-performance piezo-composites, graphene-modified composite architectures represent an important design direction. In this paper, we first develop an effective property model for graphene-modified piezoelectric matrices, taking into account the mechanical anisotropy of the matrix. We further evaluate the piezoelectric performance of the matrix architecture which incorporates lead-free BaTiO3 polycrystal inclusions. In order to obtain comparisons with well-established composites, we compare the electro-elastic response of two composite architectures in which the matrix is modified by multiwalled CNTs and graphene respectively. It is seen that, near percolation of the nano-additions, graphene-based systems exhibit an order of improvement in the piezoelectric response compared to the composite without nano modification. This improvement is comparable to CNT-based systems, but the matrix hardening is lesser than half the hardening observed in CNT-modified composites. This feature is due to a considerably smaller percolation threshold of graphene compared to CNTs which brings about percolative conditions at very small filler concentrations. We further investigate the dependence of the electric flux and fields in the graphene-modified piezocomposite on the polycrystallinity of the piezoelectric inclusions to identify the polycrystalline configurations that can lead to improved performance in such nanomodified piezocomposites. |
| 5. | | 'i, Rodr L; 'i, Garc F; 'i, Garc{'i}a-Mac E; Buroni, FC; Sáez, A Crack-induced electrical resistivity changes in cracked CNT-reinforced composites Journal Article In: Theoretical and Applied Fracture Mechanics, pp. 102470, 2020. BibTeX | Tags: @article{rodriguez2020crack,
title = {Crack-induced electrical resistivity changes in cracked CNT-reinforced composites},
author = {L Rodr{'i}guez-Tembleque and F Garc{'i}a-Sánchez and E Garc{'i}a-Mac{'i}as and FC Buroni and A Sáez},
year = {2020},
date = {2020-01-01},
journal = {Theoretical and Applied Fracture Mechanics},
pages = {102470},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 6. |  | Birgin, Hasan Borke; Laflamme, Simon; D’Alessandro, Antonella; García-Macías, Enrique; Ubertini, Filippo A Weigh-in-Motion Characterization Algorithm for Smart Pavements Based on Conductive Cementitious Materials Journal Article In: Sensors, 20 (3), pp. 659, 2020. Abstract | Links | BibTeX | Tags: @article{birgin2020weigh,
title = {A Weigh-in-Motion Characterization Algorithm for Smart Pavements Based on Conductive Cementitious Materials},
author = {Hasan Borke Birgin and Simon Laflamme and Antonella D’Alessandro and Enrique García-Macías and Filippo Ubertini},
doi = {https://doi.org/10.3390/s20030659},
year = {2020},
date = {2020-01-01},
journal = {Sensors},
volume = {20},
number = {3},
pages = {659},
publisher = {Multidisciplinary Digital Publishing Institute},
abstract = {Smart materials are promising technologies for reducing the instrumentation cost required to continuously monitor road infrastructures, by transforming roadways into multifunctional elements capable of self-sensing. This study investigates a novel algorithm empowering smart pavements with weigh-in-motion (WIM) characterization capabilities. The application domain of interest is a cementitious-based smart pavement installed on a bridge over separate sections. Each section transduces axial strain provoked by the passage of a vehicle into a measurable change in electrical resistance arising from the piezoresistive effect of the smart material. The WIM characterization algorithm is as follows. First, basis signals from axles are generated from a finite element model of the structure equipped with the smart pavement and subjected to given vehicle loads. Second, the measured signal is matched by finding the number and weights of appropriate basis signals that would minimize the error between the numerical and measured signals, yielding information on the vehicle’s number of axles and weight per axle, therefore enabling vehicle classification capabilities. Third, the temporal correlation of the measured signals are compared across smart pavement sections to determine the vehicle weight. The proposed algorithm is validated numerically using three types of trucks defined by the Eurocodes. Results demonstrate the capability of the algorithm at conducting WIM characterization, even when two different trucks are driving in different directions across the same pavement sections. Then, a noise study is conducted, and the results conclude that a given smart pavement section operating with less than 5% noise on measurements could yield good WIM characterization results},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
Smart materials are promising technologies for reducing the instrumentation cost required to continuously monitor road infrastructures, by transforming roadways into multifunctional elements capable of self-sensing. This study investigates a novel algorithm empowering smart pavements with weigh-in-motion (WIM) characterization capabilities. The application domain of interest is a cementitious-based smart pavement installed on a bridge over separate sections. Each section transduces axial strain provoked by the passage of a vehicle into a measurable change in electrical resistance arising from the piezoresistive effect of the smart material. The WIM characterization algorithm is as follows. First, basis signals from axles are generated from a finite element model of the structure equipped with the smart pavement and subjected to given vehicle loads. Second, the measured signal is matched by finding the number and weights of appropriate basis signals that would minimize the error between the numerical and measured signals, yielding information on the vehicle’s number of axles and weight per axle, therefore enabling vehicle classification capabilities. Third, the temporal correlation of the measured signals are compared across smart pavement sections to determine the vehicle weight. The proposed algorithm is validated numerically using three types of trucks defined by the Eurocodes. Results demonstrate the capability of the algorithm at conducting WIM characterization, even when two different trucks are driving in different directions across the same pavement sections. Then, a noise study is conducted, and the results conclude that a given smart pavement section operating with less than 5% noise on measurements could yield good WIM characterization results |
| 7. | | Garcia-Macias, Enrique; Kita, Alban; Ubertini, Filippo Synergistic application of operational modal analysis and ambient noise deconvolution interferometry for structural and damage identification in historic masonry structures: three case studies of Italian architectural heritage Journal Article In: Structural Health Monitoring, 19 (4), pp. 1250–1272, 2020. BibTeX | Tags: @article{garcia2020synergistic,
title = {Synergistic application of operational modal analysis and ambient noise deconvolution interferometry for structural and damage identification in historic masonry structures: three case studies of Italian architectural heritage},
author = {Enrique Garcia-Macias and Alban Kita and Filippo Ubertini},
year = {2020},
date = {2020-01-01},
journal = {Structural Health Monitoring},
volume = {19},
number = {4},
pages = {1250--1272},
publisher = {SAGE Publications Sage UK: London, England},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 8. | | Pachón, Pablo; 'i, Mar; Cámara, Margarita; 'i, V; 'i, Enrique Garc{'i}a-Mac; Friswell, Michael I; Castro-Triguero, Rafael Evaluation of optimal sensor placement algorithms for the Structural Health Monitoring of architectural heritage. Application to the Monastery of San Jerónimo de Buenavista (Seville, Spain) Journal Article In: Engineering Structures, 202 , pp. 109843, 2020. BibTeX | Tags: @article{pachon2020evaluationb,
title = {Evaluation of optimal sensor placement algorithms for the Structural Health Monitoring of architectural heritage. Application to the Monastery of San Jerónimo de Buenavista (Seville, Spain)},
author = {Pablo Pachón and Mar{'i}a Infantes and Margarita Cámara and V{'i}ctor Compán and Enrique Garc{'i}a-Mac{'i}as and Michael I Friswell and Rafael Castro-Triguero},
year = {2020},
date = {2020-01-01},
journal = {Engineering Structures},
volume = {202},
pages = {109843},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 9. | | Krishnaswamy, Jagdish A; Buroni, Federico C; 'i, Enrique Garc{'i}a-Mac; Melnik, Roderick; Rodriguez-Tembleque, Luis; Saez, Andres Design of nano-modified PVDF matrices for lead-free piezocomposites: Graphene vs carbon nanotube nano-additions Journal Article In: Mechanics of Materials, 142 , pp. 103275, 2020. BibTeX | Tags: @article{krishnaswamy2020designb,
title = {Design of nano-modified PVDF matrices for lead-free piezocomposites: Graphene vs carbon nanotube nano-additions},
author = {Jagdish A Krishnaswamy and Federico C Buroni and Enrique Garc{'i}a-Mac{'i}as and Roderick Melnik and Luis Rodriguez-Tembleque and Andres Saez},
year = {2020},
date = {2020-01-01},
journal = {Mechanics of Materials},
volume = {142},
pages = {103275},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 10. | | 'i, Rodr L; 'i, Garc F; 'i, Garc{'i}a-Mac E; Buroni, FC; Sáez, A Crack-induced electrical resistivity changes in cracked CNT-reinforced composites Journal Article In: Theoretical and Applied Fracture Mechanics, 106 , pp. 102470, 2020. BibTeX | Tags: @article{rodriguez2020crackb,
title = {Crack-induced electrical resistivity changes in cracked CNT-reinforced composites},
author = {L Rodr{'i}guez-Tembleque and F Garc{'i}a-Sánchez and E Garc{'i}a-Mac{'i}as and FC Buroni and A Sáez},
year = {2020},
date = {2020-01-01},
journal = {Theoretical and Applied Fracture Mechanics},
volume = {106},
pages = {102470},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 11. | | Birgin, Hasan Borke; Laflamme, Simon; D’Alessandro, Antonella; Garcia-Macias, Enrique; Ubertini, Filippo A Weigh-in-Motion Characterization Algorithm for Smart Pavements Based on Conductive Cementitious Materials Journal Article In: Sensors, 20 (3), pp. 659, 2020. BibTeX | Tags: @article{birgin2020weighb,
title = {A Weigh-in-Motion Characterization Algorithm for Smart Pavements Based on Conductive Cementitious Materials},
author = {Hasan Borke Birgin and Simon Laflamme and Antonella D’Alessandro and Enrique Garcia-Macias and Filippo Ubertini},
year = {2020},
date = {2020-01-01},
journal = {Sensors},
volume = {20},
number = {3},
pages = {659},
publisher = {Multidisciplinary Digital Publishing Institute},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 12. | | 'i, Enrique Garc{'i}a-Mac; Ubertini, Filippo MOVA/MOSS: Two integrated software solutions for comprehensive Structural Health Monitoring of structures Journal Article In: Mechanical Systems and Signal Processing, 143 , pp. 106830, 2020. BibTeX | Tags: @article{garcia2020mova,
title = {MOVA/MOSS: Two integrated software solutions for comprehensive Structural Health Monitoring of structures},
author = {Enrique Garc{'i}a-Mac{'i}as and Filippo Ubertini},
year = {2020},
date = {2020-01-01},
journal = {Mechanical Systems and Signal Processing},
volume = {143},
pages = {106830},
publisher = {Academic Press},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 13. | | 'i, Enrique Garc{'i}a-Mac; Ubertini, Filippo Automated operational modal analysis and ambient noise deconvolution interferometry for the full structural identification of historic towers: A case study of the Sciri Tower in Perugia, Italy Journal Article In: Engineering Structures, 215 , pp. 110615, 2020. BibTeX | Tags: @article{garcia2020automated,
title = {Automated operational modal analysis and ambient noise deconvolution interferometry for the full structural identification of historic towers: A case study of the Sciri Tower in Perugia, Italy},
author = {Enrique Garc{'i}a-Mac{'i}as and Filippo Ubertini},
year = {2020},
date = {2020-01-01},
journal = {Engineering Structures},
volume = {215},
pages = {110615},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 14. | | Saeza, Andres Micromechanics Modeling of Nanomodified Cement-Based Composites: Carbon Nanotubes Journal Article In: Nanotechnology in Cement-Based Construction, pp. 173, 2020. BibTeX | Tags: @article{saeza2020micromechanics,
title = {Micromechanics Modeling of Nanomodified Cement-Based Composites: Carbon Nanotubes},
author = {Andres Saeza},
year = {2020},
date = {2020-01-01},
journal = {Nanotechnology in Cement-Based Construction},
pages = {173},
publisher = {CRC Press},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 15. | | 'i, Enrique Garc{'i}a-Mac; 'i, AE Mart Hilbert transform-based semi-analytic meta-model for maximum response envelopes in dynamics of railway bridges Journal Article In: Journal of Sound and Vibration, 487 , pp. 115618, 2020. BibTeX | Tags: @article{garcia2020hilbert,
title = {Hilbert transform-based semi-analytic meta-model for maximum response envelopes in dynamics of railway bridges},
author = {Enrique Garc{'i}a-Mac{'i}as and AE Mart{'i}nez-Castro},
year = {2020},
date = {2020-01-01},
journal = {Journal of Sound and Vibration},
volume = {487},
pages = {115618},
publisher = {Academic Press},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 16. | | 'i, Enrique Garc{'i}a-Mac; Venanzi, Ilaria; Ubertini, Filippo Metamodel-based pattern recognition approach for real-time identification of earthquake-induced damage in historic masonry structures Journal Article In: Automation in Construction, 120 , pp. 103389, 2020. BibTeX | Tags: @article{garcia2020metamodel,
title = {Metamodel-based pattern recognition approach for real-time identification of earthquake-induced damage in historic masonry structures},
author = {Enrique Garc{'i}a-Mac{'i}as and Ilaria Venanzi and Filippo Ubertini},
year = {2020},
date = {2020-01-01},
journal = {Automation in Construction},
volume = {120},
pages = {103389},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
2019
|
| 17. | | 'i, Enrique Garc{'i}a-Mac; Guzmán, Carlos Felipe; Flores, Erick Saavedra I; Castro-Triguero, Rafael Multiscale modeling of the elastic moduli of CNT-reinforced polymers and fitting of efficiency parameters for the use of the extended rule-of-mixtures Journal Article In: Composites Part B: Engineering, 159 , pp. 114–131, 2019. BibTeX | Tags: @article{garcia2019multiscale,
title = {Multiscale modeling of the elastic moduli of CNT-reinforced polymers and fitting of efficiency parameters for the use of the extended rule-of-mixtures},
author = {Enrique Garc{'i}a-Mac{'i}as and Carlos Felipe Guzmán and Erick Saavedra I Flores and Rafael Castro-Triguero},
year = {2019},
date = {2019-01-01},
journal = {Composites Part B: Engineering},
volume = {159},
pages = {114--131},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 18. |  | García-Macías, Enrique; Ubertini, Filippo Earthquake-induced damage detection and localization in masonry structures using smart bricks and Kriging strain reconstruction: A numerical study Journal Article In: Earthquake Engineering & Structural Dynamics, 48 (5), pp. 548–569, 2019. Abstract | Links | BibTeX | Tags: @article{garcia2019earthquake,
title = {Earthquake-induced damage detection and localization in masonry structures using smart bricks and Kriging strain reconstruction: A numerical study},
author = {Enrique García-Macías and Filippo Ubertini},
doi = {https://doi.org/10.1002/eqe.3148},
year = {2019},
date = {2019-01-01},
journal = {Earthquake Engineering & Structural Dynamics},
volume = {48},
number = {5},
pages = {548--569},
abstract = {The intrinsic vulnerability of masonry structures to seismic events makes structural health monitoring of the utmost importance for the conservation of the built heritage. The development of piezoresistive bricks, also termed smart bricks, is an innovative technology recently proposed by the authors for the monitoring of such structures. Smart bricks exhibit measurable variations in their electrical properties when subjected to external loads or, alternatively, strain self‐sensing capabilities. Therefore, the deployment of a network of smart bricks into a masonry structure confers self‐diagnostic properties to the host structure. In this light, this paper presents a theoretical investigation on the application of smart bricks to full‐scale masonry structures for seismic assessment. This includes the study of the convenience of providing electrical isolation conditions to the sensors, as well as the effectiveness of smart bricks when installed into either new constructions or in pre‐existing structures. Secondly, numerical results are presented on the seismic analysis of a three‐dimensional masonry building equipped with a network of smart bricks. Finally, in order to map the strain field throughout the structure exploiting the outputs of a limited number of sensors, an interpolation‐based strain reconstruction approach is proposed.},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
The intrinsic vulnerability of masonry structures to seismic events makes structural health monitoring of the utmost importance for the conservation of the built heritage. The development of piezoresistive bricks, also termed smart bricks, is an innovative technology recently proposed by the authors for the monitoring of such structures. Smart bricks exhibit measurable variations in their electrical properties when subjected to external loads or, alternatively, strain self‐sensing capabilities. Therefore, the deployment of a network of smart bricks into a masonry structure confers self‐diagnostic properties to the host structure. In this light, this paper presents a theoretical investigation on the application of smart bricks to full‐scale masonry structures for seismic assessment. This includes the study of the convenience of providing electrical isolation conditions to the sensors, as well as the effectiveness of smart bricks when installed into either new constructions or in pre‐existing structures. Secondly, numerical results are presented on the seismic analysis of a three‐dimensional masonry building equipped with a network of smart bricks. Finally, in order to map the strain field throughout the structure exploiting the outputs of a limited number of sensors, an interpolation‐based strain reconstruction approach is proposed. |
| 19. | | 'i, Mar; Vidal, Philippe; Castro-Triguero, Rafael; Gallimard, Laurent; 'i, Enrique Garc{'i}a-Mac; Polit, Olivier Forced vibration analysis of composite beams based on the variable separation method Journal Article In: Mechanics of Advanced Materials and Structures, pp. 1–17, 2019. BibTeX | Tags: @article{infantes2019forced,
title = {Forced vibration analysis of composite beams based on the variable separation method},
author = {Mar{'i}a Infantes and Philippe Vidal and Rafael Castro-Triguero and Laurent Gallimard and Enrique Garc{'i}a-Mac{'i}as and Olivier Polit},
year = {2019},
date = {2019-01-01},
journal = {Mechanics of Advanced Materials and Structures},
pages = {1--17},
publisher = {Taylor & Francis},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 20. | | 'i, Enrique Garc{'i}a-Mac; Castro-Triguero, Rafael; Flores, Erick Saavedra I; Yanez, Sergio J; Hinrechsen, Karen An interactive computational strategy for teaching the analysis of silo structures in civil engineering Journal Article In: Computer Applications in Engineering Education, 27 (4), pp. 821–835, 2019. BibTeX | Tags: @article{garcia2019interactive,
title = {An interactive computational strategy for teaching the analysis of silo structures in civil engineering},
author = {Enrique Garc{'i}a-Mac{'i}as and Rafael Castro-Triguero and Erick I Saavedra Flores and Sergio J Yanez and Karen Hinrechsen},
year = {2019},
date = {2019-01-01},
journal = {Computer Applications in Engineering Education},
volume = {27},
number = {4},
pages = {821--835},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 21. | | 'i, AE Mart; 'i, Garc{'i}a-Mac E Train-speed sensitivity approach for maximum response envelopes in dynamics of railway bridges Journal Article In: Journal of Sound and Vibration, 452 , pp. 13–33, 2019. BibTeX | Tags: @article{martinez2019train,
title = {Train-speed sensitivity approach for maximum response envelopes in dynamics of railway bridges},
author = {AE Mart{'i}nez-Castro and E Garc{'i}a-Mac{'i}as},
year = {2019},
date = {2019-01-01},
journal = {Journal of Sound and Vibration},
volume = {452},
pages = {13--33},
publisher = {Academic Press},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 22. | | 'i, Enrique Garc{'i}a-Mac; Ubertini, Filippo Seismic interferometry for earthquake-induced damage identification in historic masonry towers Journal Article In: Mechanical Systems and Signal Processing, 132 , pp. 380–404, 2019. BibTeX | Tags: @article{garcia2019seismic,
title = {Seismic interferometry for earthquake-induced damage identification in historic masonry towers},
author = {Enrique Garc{'i}a-Mac{'i}as and Filippo Ubertini},
year = {2019},
date = {2019-01-01},
journal = {Mechanical Systems and Signal Processing},
volume = {132},
pages = {380--404},
publisher = {Academic Press},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 23. | | 'i, Enrique Garc{'i}a-Mac; Ierimonti, Laura; Venanzi, Ilaria; Ubertini, Filippo An innovative methodology for online surrogate-based model updating of historic buildings using monitoring data Journal Article In: International Journal of Architectural Heritage, pp. 1–21, 2019. BibTeX | Tags: @article{garcia2019innovative,
title = {An innovative methodology for online surrogate-based model updating of historic buildings using monitoring data},
author = {Enrique Garc{'i}a-Mac{'i}as and Laura Ierimonti and Ilaria Venanzi and Filippo Ubertini},
year = {2019},
date = {2019-01-01},
journal = {International Journal of Architectural Heritage},
pages = {1--21},
publisher = {Taylor & Francis},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 24. | | 'i, Enrique Garc{'i}a-Mac; Kita, Alban; Ubertini, Filippo Synergistic application of operational modal analysis and ambient noise deconvolution interferometry for structural and damage identification in historic masonry structures: three case studies of Italian architectural heritage Journal Article In: Structural Health Monitoring, pp. 1475921719881450, 2019. BibTeX | Tags: @article{garcia2019synergistic,
title = {Synergistic application of operational modal analysis and ambient noise deconvolution interferometry for structural and damage identification in historic masonry structures: three case studies of Italian architectural heritage},
author = {Enrique Garc{'i}a-Mac{'i}as and Alban Kita and Filippo Ubertini},
year = {2019},
date = {2019-01-01},
journal = {Structural Health Monitoring},
pages = {1475921719881450},
publisher = {SAGE Publications Sage UK: London, England},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 25. | | Krishnaswamy, Jagdish A; Buroni, Federico C; 'i, Enrique Garc{'i}a-Mac; Melnik, Roderick; Rodriguez-Tembleque, Luis; Saez, Andres Design of lead-free PVDF/CNT/BaTiO3 piezocomposites for sensing and energy harvesting: the role of polycrystallinity, nanoadditives, and anisotropy Journal Article In: Smart Materials and Structures, 29 (1), pp. 015021, 2019. BibTeX | Tags: @article{krishnaswamy2019design,
title = {Design of lead-free PVDF/CNT/BaTiO3 piezocomposites for sensing and energy harvesting: the role of polycrystallinity, nanoadditives, and anisotropy},
author = {Jagdish A Krishnaswamy and Federico C Buroni and Enrique Garc{'i}a-Mac{'i}as and Roderick Melnik and Luis Rodriguez-Tembleque and Andres Saez},
year = {2019},
date = {2019-01-01},
journal = {Smart Materials and Structures},
volume = {29},
number = {1},
pages = {015021},
publisher = {IOP Publishing},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 26. | | 'i, Enrique Garc{'i}a-Mac; Ierimonti, Laura; Venanzi, Ilaria; Kita, Alban; Cavalagli, Nicola Monitoring-based post-earthquake damage localization in an historic masonry tower using novelty analysis and surrogate modeling Journal Article In: Monitoring-based post-earthquake damage localization in an historic masonry tower using novelty analysis and surrogate modeling, pp. 73–80, 2019. BibTeX | Tags: @article{garcia2019monitoring,
title = {Monitoring-based post-earthquake damage localization in an historic masonry tower using novelty analysis and surrogate modeling},
author = {Enrique Garc{'i}a-Mac{'i}as and Laura Ierimonti and Ilaria Venanzi and Alban Kita and Nicola Cavalagli},
year = {2019},
date = {2019-01-01},
journal = {Monitoring-based post-earthquake damage localization in an historic masonry tower using novelty analysis and surrogate modeling},
pages = {73--80},
publisher = {Pisa University Press},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 27. | | Ubertini, Filippo; 'i, Enrique Garc{'i}a-Mac Synergetic application of Seismic Interferometry and Operational Modal Analysis for comprehensive SHM of historic structures. Journal Article In: Synergetic application of Seismic Interferometry and Operational Modal Analysis for comprehensive SHM of historic structures., pp. 39–48, 2019. BibTeX | Tags: @article{ubertini2019synergetic,
title = {Synergetic application of Seismic Interferometry and Operational Modal Analysis for comprehensive SHM of historic structures.},
author = {Filippo Ubertini and Enrique Garc{'i}a-Mac{'i}as},
year = {2019},
date = {2019-01-01},
journal = {Synergetic application of Seismic Interferometry and Operational Modal Analysis for comprehensive SHM of historic structures.},
pages = {39--48},
publisher = {Pisa University Press},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 28. | | 'i, Enrique Garc{'i}a-Mac; Guzmán, Carlos Felipe; Flores, Erick Saavedra I; Castro-Triguero, Rafael Multiscale modeling of the elastic moduli of CNT-reinforced polymers and fitting of efficiency parameters for the use of the extended rule-of-mixtures Journal Article In: Composites Part B: Engineering, 159 , pp. 114–131, 2019. BibTeX | Tags: @article{garcia2019multiscaleb,
title = {Multiscale modeling of the elastic moduli of CNT-reinforced polymers and fitting of efficiency parameters for the use of the extended rule-of-mixtures},
author = {Enrique Garc{'i}a-Mac{'i}as and Carlos Felipe Guzmán and Erick Saavedra I Flores and Rafael Castro-Triguero},
year = {2019},
date = {2019-01-01},
journal = {Composites Part B: Engineering},
volume = {159},
pages = {114--131},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 29. | | 'i, Enrique Garc{'i}a-Mac; Ubertini, Filippo Earthquake-induced damage detection and localization in masonry structures using smart bricks and Kriging strain reconstruction: A numerical study Journal Article In: Earthquake Engineering & Structural Dynamics, 48 (5), pp. 548–569, 2019. BibTeX | Tags: @article{garcia2019earthquakeb,
title = {Earthquake-induced damage detection and localization in masonry structures using smart bricks and Kriging strain reconstruction: A numerical study},
author = {Enrique Garc{'i}a-Mac{'i}as and Filippo Ubertini},
year = {2019},
date = {2019-01-01},
journal = {Earthquake Engineering & Structural Dynamics},
volume = {48},
number = {5},
pages = {548--569},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 30. | | 'i, Mar; Vidal, Philippe; Castro-Triguero, Rafael; Gallimard, Laurent; 'i, Enrique Garc{'i}a-Mac; Polit, Olivier Forced vibration analysis of composite beams based on the variable separation method Journal Article In: Mechanics of Advanced Materials and Structures, pp. 1–17, 2019. BibTeX | Tags: @article{infantes2019forcedb,
title = {Forced vibration analysis of composite beams based on the variable separation method},
author = {Mar{'i}a Infantes and Philippe Vidal and Rafael Castro-Triguero and Laurent Gallimard and Enrique Garc{'i}a-Mac{'i}as and Olivier Polit},
year = {2019},
date = {2019-01-01},
journal = {Mechanics of Advanced Materials and Structures},
pages = {1--17},
publisher = {Taylor & Francis},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 31. | | 'i, Enrique Garc{'i}a-Mac; Castro-Triguero, Rafael; Flores, Erick Saavedra I; Yanez, Sergio J; Hinrechsen, Karen An interactive computational strategy for teaching the analysis of silo structures in civil engineering Journal Article In: Computer Applications in Engineering Education, 27 (4), pp. 821–835, 2019. BibTeX | Tags: @article{garcia2019interactiveb,
title = {An interactive computational strategy for teaching the analysis of silo structures in civil engineering},
author = {Enrique Garc{'i}a-Mac{'i}as and Rafael Castro-Triguero and Erick I Saavedra Flores and Sergio J Yanez and Karen Hinrechsen},
year = {2019},
date = {2019-01-01},
journal = {Computer Applications in Engineering Education},
volume = {27},
number = {4},
pages = {821--835},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 32. | | Martinez-Castro, AE; Garcia-Macias, E Train-speed sensitivity approach for maximum response envelopes in dynamics of railway bridges Journal Article In: Journal of Sound and Vibration, 452 , pp. 13–33, 2019. BibTeX | Tags: @article{martinez2019trainb,
title = {Train-speed sensitivity approach for maximum response envelopes in dynamics of railway bridges},
author = {AE Martinez-Castro and E Garcia-Macias},
year = {2019},
date = {2019-01-01},
journal = {Journal of Sound and Vibration},
volume = {452},
pages = {13--33},
publisher = {Academic Press},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 33. | | 'i, Enrique Garc{'i}a-Mac; Ubertini, Filippo Seismic interferometry for earthquake-induced damage identification in historic masonry towers Journal Article In: Mechanical Systems and Signal Processing, 132 , pp. 380–404, 2019. BibTeX | Tags: @article{garcia2019seismicb,
title = {Seismic interferometry for earthquake-induced damage identification in historic masonry towers},
author = {Enrique Garc{'i}a-Mac{'i}as and Filippo Ubertini},
year = {2019},
date = {2019-01-01},
journal = {Mechanical Systems and Signal Processing},
volume = {132},
pages = {380--404},
publisher = {Academic Press},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 34. | | 'i, Enrique Garc{'i}a-Mac; Ierimonti, Laura; Venanzi, Ilaria; Ubertini, Filippo An innovative methodology for online surrogate-based model updating of historic buildings using monitoring data Journal Article In: International Journal of Architectural Heritage, pp. 1–21, 2019. BibTeX | Tags: @article{garcia2019innovativeb,
title = {An innovative methodology for online surrogate-based model updating of historic buildings using monitoring data},
author = {Enrique Garc{'i}a-Mac{'i}as and Laura Ierimonti and Ilaria Venanzi and Filippo Ubertini},
year = {2019},
date = {2019-01-01},
journal = {International Journal of Architectural Heritage},
pages = {1--21},
publisher = {Taylor & Francis},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 35. | | Krishnaswamy, Jagdish A; Buroni, Federico C; 'i, Enrique Garc{'i}a-Mac; Melnik, Roderick; Rodriguez-Tembleque, Luis; Saez, Andres Design of lead-free PVDF/CNT/BaTiO3 piezocomposites for sensing and energy harvesting: the role of polycrystallinity, nanoadditives, and anisotropy Journal Article In: Smart Materials and Structures, 29 (1), pp. 015021, 2019. BibTeX | Tags: @article{krishnaswamy2019designb,
title = {Design of lead-free PVDF/CNT/BaTiO3 piezocomposites for sensing and energy harvesting: the role of polycrystallinity, nanoadditives, and anisotropy},
author = {Jagdish A Krishnaswamy and Federico C Buroni and Enrique Garc{'i}a-Mac{'i}as and Roderick Melnik and Luis Rodriguez-Tembleque and Andres Saez},
year = {2019},
date = {2019-01-01},
journal = {Smart Materials and Structures},
volume = {29},
number = {1},
pages = {015021},
publisher = {IOP Publishing},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 36. | | 'i, Enrique Garc{'i}a-Mac; Ierimontia, Laura; Venanzia, Ilaria; Kitaa, Alban; Cavalaglia, Nicola; Ubertinia, Filippo Monitoring-based post-earthquake damage localization in an historic masonry tower using novelty analysis and surrogate modeling Journal Article In: Monitoring-based post-earthquake damage localization in an historic masonry tower using novelty analysis and surrogate modeling, pp. 73–80, 2019. BibTeX | Tags: @article{garcia2019monitoringb,
title = {Monitoring-based post-earthquake damage localization in an historic masonry tower using novelty analysis and surrogate modeling},
author = {Enrique Garc{'i}a-Mac{'i}asa and Laura Ierimontia and Ilaria Venanzia and Alban Kitaa and Nicola Cavalaglia and Filippo Ubertinia},
year = {2019},
date = {2019-01-01},
journal = {Monitoring-based post-earthquake damage localization in an historic masonry tower using novelty analysis and surrogate modeling},
pages = {73--80},
publisher = {Pisa University Press},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 37. | | Ubertini, Filippo; 'i, Enrique Garc{'i}a-Mac Synergetic application of Seismic Interferometry and Operational Modal Analysis for comprehensive SHM of historic structures Journal Article In: Synergetic application of Seismic Interferometry and Operational Modal Analysis for comprehensive SHM of historic structures, pp. 39–48, 2019. BibTeX | Tags: @article{ubertini2019synergeticb,
title = {Synergetic application of Seismic Interferometry and Operational Modal Analysis for comprehensive SHM of historic structures},
author = {Filippo Ubertini and Enrique Garc{'i}a-Mac{'i}as},
year = {2019},
date = {2019-01-01},
journal = {Synergetic application of Seismic Interferometry and Operational Modal Analysis for comprehensive SHM of historic structures},
pages = {39--48},
publisher = {Pisa University Press},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 38. | | Buroni, Federico C; Krishnaswamy, Jagdish A; 'i, Luis Rodr; 'i, Enrique Garc{'i}a-Mac; 'i, Felipe Garc; Melnik, Roderick; Sáez, Andrés Piezoelectric lead-free nanocomposites for sensing applications: the role of CNT reinforced matrices Journal Article In: 2019. BibTeX | Tags: @article{buroni2019piezoelectric,
title = {Piezoelectric lead-free nanocomposites for sensing applications: the role of CNT reinforced matrices},
author = {Federico C Buroni and Jagdish A Krishnaswamy and Luis Rodr{'i}guez-Tembleque and Enrique Garc{'i}a-Mac{'i}as and Felipe Garc{'i}a Sánchez and Roderick Melnik and Andrés Sáez},
year = {2019},
date = {2019-01-01},
publisher = {Editorial Club Universitario},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
2018
|
| 39. | | Garcia-Macias, Enrique; Rodriguez-Tembleque, Luis; Saez, Andres Bending and free vibration analysis of functionally graded graphene vs. carbon nanotube reinforced composite plates Journal Article In: Composite Structures, 186 , pp. 123–138, 2018. BibTeX | Tags: @article{garcia2018bending,
title = {Bending and free vibration analysis of functionally graded graphene vs. carbon nanotube reinforced composite plates},
author = {Enrique Garcia-Macias and Luis Rodriguez-Tembleque and Andres Saez},
year = {2018},
date = {2018-01-01},
journal = {Composite Structures},
volume = {186},
pages = {123--138},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 40. | | Meoni, Andrea; D’Alessandro, Antonella; Downey, Austin; 'i, Enrique Garc{'i}a-Mac; Rallini, Marco; Materazzi, Luigi A; Torre, Luigi; Laflamme, Simon; Castro-Triguero, Rafael; Ubertini, Filippo An experimental study on static and dynamic strain sensitivity of embeddable smart concrete sensors doped with carbon nanotubes for SHM of large structures Journal Article In: Sensors, 18 (3), pp. 831, 2018. BibTeX | Tags: @article{meoni2018experimental,
title = {An experimental study on static and dynamic strain sensitivity of embeddable smart concrete sensors doped with carbon nanotubes for SHM of large structures},
author = {Andrea Meoni and Antonella D’Alessandro and Austin Downey and Enrique Garc{'i}a-Mac{'i}as and Marco Rallini and Luigi A Materazzi and Luigi Torre and Simon Laflamme and Rafael Castro-Triguero and Filippo Ubertini},
year = {2018},
date = {2018-01-01},
journal = {Sensors},
volume = {18},
number = {3},
pages = {831},
publisher = {Multidisciplinary Digital Publishing Institute},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 41. | | Pachón, Pablo; Castro, Rafael; 'i, Enrique Garc{'i}a-Mac; 'i, V; Puertas, Esther E. Torroja’s bridge: Tailored experimental setup for SHM of a historical bridge with a reduced number of sensors Journal Article In: Engineering Structures, 162 , pp. 11–21, 2018. BibTeX | Tags: @article{pachon2018torroja,
title = {E. Torroja’s bridge: Tailored experimental setup for SHM of a historical bridge with a reduced number of sensors},
author = {Pablo Pachón and Rafael Castro and Enrique Garc{'i}a-Mac{'i}as and V{'i}ctor Compan and Esther Puertas},
year = {2018},
date = {2018-01-01},
journal = {Engineering Structures},
volume = {162},
pages = {11--21},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 42. | | 'i, Enrique Garc{'i}a-Mac; Castro-Triguero, Rafael Coupled effect of CNT waviness and agglomeration: A case study of vibrational analysis of CNT/polymer skew plates Journal Article In: Composite Structures, 193 , pp. 87–102, 2018. BibTeX | Tags: @article{garcia2018coupled,
title = {Coupled effect of CNT waviness and agglomeration: A case study of vibrational analysis of CNT/polymer skew plates},
author = {Enrique Garc{'i}a-Mac{'i}as and Rafael Castro-Triguero},
year = {2018},
date = {2018-01-01},
journal = {Composite Structures},
volume = {193},
pages = {87--102},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 43. | | 'i, Enrique Garc{'i}a-Mac; Castro-Triguero, Rafael; Ubertini, Filippo Two-step hierarchical micromechanics model of partially saturated porous composites doped with ellipsoidal particles with interface effects Journal Article In: Composites Part B: Engineering, 148 , pp. 49–60, 2018. BibTeX | Tags: @article{garcia2018two,
title = {Two-step hierarchical micromechanics model of partially saturated porous composites doped with ellipsoidal particles with interface effects},
author = {Enrique Garc{'i}a-Mac{'i}as and Rafael Castro-Triguero and Filippo Ubertini},
year = {2018},
date = {2018-01-01},
journal = {Composites Part B: Engineering},
volume = {148},
pages = {49--60},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 44. | | 'i, Enrique Garc{'i}a-Mac; Castro-Triguero, Rafael; Sáez, Andrés; Ubertini, Filippo 3D mixed micromechanics-FEM modeling of piezoresistive carbon nanotube smart concrete Journal Article In: Computer Methods in Applied Mechanics and Engineering, 340 , pp. 396–423, 2018. BibTeX | Tags: @article{garcia20183d,
title = {3D mixed micromechanics-FEM modeling of piezoresistive carbon nanotube smart concrete},
author = {Enrique Garc{'i}a-Mac{'i}as and Rafael Castro-Triguero and Andrés Sáez and Filippo Ubertini},
year = {2018},
date = {2018-01-01},
journal = {Computer Methods in Applied Mechanics and Engineering},
volume = {340},
pages = {396--423},
publisher = {North-Holland},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 45. | | 'i, Luis Rodr; 'i, Enrique Garc{'i}a-Mac; Sáez, Andrés CNT-polymer nanocomposites under frictional contact conditions Journal Article In: Composites Part B: Engineering, 154 , pp. 114–127, 2018. BibTeX | Tags: @article{rodriguez2018cnt,
title = {CNT-polymer nanocomposites under frictional contact conditions},
author = {Luis Rodr{'i}guez-Tembleque and Enrique Garc{'i}a-Mac{'i}as and Andrés Sáez},
year = {2018},
date = {2018-01-01},
journal = {Composites Part B: Engineering},
volume = {154},
pages = {114--127},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 46. | | Flores, Erick Saavedra I; Yanez, Sergio J; Guzmán, Carlos F; 'i, Enrique Garc{'i}a-Mac; Carlos, Juan Multi-Scale Structural Mechanics for the Modelling of Cross-Laminated Timber Buildings Journal Article In: 2018. BibTeX | Tags: @article{flores2018multi,
title = {Multi-Scale Structural Mechanics for the Modelling of Cross-Laminated Timber Buildings},
author = {Erick Saavedra I Flores and Sergio J Yanez and Carlos F Guzmán and Enrique Garc{'i}a-Mac{'i}as and Juan Carlos},
year = {2018},
date = {2018-01-01},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 47. | | 'i, Enrique Garc{'i}a-Mac; Rodriguez-Tembleque, Luis; Sáez, Andrés MWCNT/epoxy strip-like sensors for buckling detection in beam-like structures Journal Article In: Thin-Walled Structures, 133 , pp. 27–41, 2018. BibTeX | Tags: @article{garcia2018mwcnt,
title = {MWCNT/epoxy strip-like sensors for buckling detection in beam-like structures},
author = {Enrique Garc{'i}a-Mac{'i}as and Luis Rodriguez-Tembleque and Andrés Sáez},
year = {2018},
date = {2018-01-01},
journal = {Thin-Walled Structures},
volume = {133},
pages = {27--41},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 48. | | 'i, Enrique Garc{'i}a-Mac; 'i, Luis Rodr; Sáez, Andrés; Ubertini, Filippo Crack detection and localization in RC beams through smart MWCNT/epoxy strip-like strain sensors Journal Article In: Smart Materials and Structures, 27 (11), pp. 115022, 2018. BibTeX | Tags: @article{garcia2018crack,
title = {Crack detection and localization in RC beams through smart MWCNT/epoxy strip-like strain sensors},
author = {Enrique Garc{'i}a-Mac{'i}as and Luis Rodr{'i}guez-Tembleque and Andrés Sáez and Filippo Ubertini},
year = {2018},
date = {2018-01-01},
journal = {Smart Materials and Structures},
volume = {27},
number = {11},
pages = {115022},
publisher = {IOP Publishing},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 49. | | Garcia-Macias, Enrique; Rodriguez-Tembleque, Luis; Saez, Andres Bending and free vibration analysis of functionally graded graphene vs. carbon nanotube reinforced composite plates Journal Article In: Composite Structures, 186 , pp. 123–138, 2018. BibTeX | Tags: @article{garcia2018bendingb,
title = {Bending and free vibration analysis of functionally graded graphene vs. carbon nanotube reinforced composite plates},
author = {Enrique Garcia-Macias and Luis Rodriguez-Tembleque and Andres Saez},
year = {2018},
date = {2018-01-01},
journal = {Composite Structures},
volume = {186},
pages = {123--138},
publisher = {Elsevier},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
|
| 50. | | Meoni, Andrea; D’Alessandro, Antonella; Downey, Austin; 'i, Enrique Garc{'i}a-Mac; Rallini, Marco; Materazzi, Luigi A; Torre, Luigi; Laflamme, Simon; Castro-Triguero, Rafael; Ubertini, Filippo An experimental study on static and dynamic strain sensitivity of embeddable smart concrete sensors doped with carbon nanotubes for SHM of large structures Journal Article In: Sensors, 18 (3), pp. 831, 2018. BibTeX | Tags: @article{meoni2018experimentalb,
title = {An experimental study on static and dynamic strain sensitivity of embeddable smart concrete sensors doped with carbon nanotubes for SHM of large structures},
author = {Andrea Meoni and Antonella D’Alessandro and Austin Downey and Enrique Garc{'i}a-Mac{'i}as and Marco Rallini and Luigi A Materazzi and Luigi Torre and Simon Laflamme and Rafael Castro-Triguero and Filippo Ubertini},
year = {2018},
date = {2018-01-01},
journal = {Sensors},
volume = {18},
number = {3},
pages = {831},
publisher = {Multidisciplinary Digital Publishing Institute},
keywords = {},
pubstate = {published},
tppubtype = {article}
}
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