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Listar por autor "Pereiro Barceló, Javier"

Mostrando ítems 1-17 de 17

Análisis del comportamiento cíclico de soportes híbridos fabricados con hormigón armado y nuevos materiales. Aplicación práctica a un edificio

Martínez Jaén, Begoña (Universitat Politècnica de València, 2017-10-18)

[EN] The conventional seismic design approach used in recent years relies on the ability of structures to dissipate earthquake energy through inelastic deformations in specifically designed regions of the structural system, ...
Análisis del comportamiento cíclico de soportes híbridos fabricados con hormigón armado y nuevos materiales. Aplicación práctica a una nave industrial

Cabañero Escudero, Beatriz (Universitat Politècnica de València, 2017-10-18)

[EN] The conventional seismic design approach used in recent years relies on the ability of structures to dissipate earthquake energy through inelastic deformations in specifically designed regions of the structural system, ...
Aplicación del Aprendizaje Basado en Proyectos en la elaboración de un Trabajo Final de Grado en el Grado en Ingeniería Civil

Rueda García, Lisbel; Bonet Senach, José Luís; Pereiro Barceló, Javier (Editorial Universitat Politècnica de València, 2022-10-28)

[EN] Project-Based Learning (PBL) is an educational approach that motivates students through their active involvement in the development of a highly practical assignment. As a result, a deep learning process is generated. ...
Behaviour of retrofited precast UHPC and Ni-Ti SMA column-to-foundation connection with CFRP wrapping layers

Pereiro-Barceló, Javier; Bonet Senach, José Luís; Rueda-García, Lisbel; Ciurana-Tatay, Álvaro (Elsevier, 2022-03-14)

[EN] Four precast column-to-foundation connection specimens, previously tested under lateral reversed cyclic loading and constant axial load (first-stage tests), were repaired with Carbon Fibre Reinforced Polymer (CFRP) ...
Buckling of steel and Ni-Ti reinforcements in very high performance concrete (VHPC) elements

Pereiro-Barceló, Javier; Bonet Senach, José Luís; Albiol Ibáñez, José Ramón (Elsevier, 2018)

[EN] Nowadays, the use of new materials is becoming increasingly common in the construction world due to their improved properties. High or Very High Performance Concrete (HPC or VHPC) and Shape Memory Alloys (SMA), ...
Cyclic behavior of hybrid RC columns using High-Performance Fiber-Reinforced Concrete and Ni-Ti SMA bars in critical regions

Pereiro-Barceló, Javier; Bonet Senach, José Luís; Cabañero-Escudero, Beatriz; Martínez-Jaén, Begoña (Elsevier, 2019-03-15)

[EN] Thanks to their excellent deformation capacity and ductility, smart materials are now being increasingly used in the construction industry, one example being superelastic Shape Memory Alloys (SMA)such as Ni-Ti, which ...
Cyclic response of precast column-to-foundation connection using UHPC and Ni-Ti SMA reinforcements in columns

Pereiro-Barceló, Javier; Bonet Senach, José Luís; Rueda-García, Lisbel; Albiol Ibáñez, José Ramón (Elsevier, 2022-02-01)

[EN] Earthquakes are catastrophic natural events with a special impact on reinforced concrete structures due to the horizontal loads that they introduce into structures. To adequately resist an earthquake, a precast structure ...
Design Recommendations for Columns Made of Ultra-High-Performance Concrete and NiTi SMA Bars

Pereiro-Barceló, Javier; Bonet Senach, José Luís; Martínez-Jaén, Begoña; Cabañero-Escudero, Beatriz (MDPI AG, 2023-04)

[EN] The use of new materials in construction endows structures with better mechanical characteristics. The combination of ultra-high-performance concrete (UHPC) and nickel and titanium (NiTi) shape memory alloy (SMA) ...
Ductility of high-performance concrete and very-high-performance concrete elements with Ni-Ti reinforcements

Pereiro-Barceló, Javier; Bonet Senach, José Luís; Goméz-Portillo, Salvador; Castro-Bugallo, M Carmen (Elsevier, 2018)

[EN] This article presents an experimental study on the behavior of high performance concrete (HPC) and very high performance concrete (VHPC) concrete columns with Nickel-Titanium (Ni-Ti) shape memory alloy (SMA) reinforcements ...
Estudio de uniones de hormigón armado con barras de aleación con memoria de forma reparadas con CFRP y sometidas a carga cíclica. Parte I: Estudio Teórico. Aplicación práctica a un caso real de viaducto en zona de alta sismicidad en México

Rueda García, Lisbel (Universitat Politècnica de València, 2017-10-19)

[EN] Research in seismic engineering have a very high importance due to the social and economic interest they arouse. The development of new construction materials or the use of existing ones applied to structural engineering ...
Estudio de uniones de hormigón armado con barras de aleación con memoria de forma reparadas con CFRP y sometidas a carga cíclica. Parte II: Estudio Experimental. Aplicación práctica a un caso real de viaducto en zona de alta sismicidad en México

Ciurana Tatay, Álvaro (Universitat Politècnica de València, 2017-10-18)

[EN] Research in seismic engineering have a very high importance due to the social and economic interest they arouse. The development of new construction materials or the use of existing ones applied to structural engineering ...
Estudio teórico de las juntas dentadas húmedas pretensadas entre elementos de hormigón. Diseño de un prototipo de ensayo experimental

Pereiro Barceló, Javier (Universitat Politècnica de València, 2013-02-26)

[ES] Son muchas las construcciones que se ejecutan hoy en día mediante elementos prefabricados de hormigón armado o pretensado como, por ejemplo, los tableros de los puentes. La prefabricación ha llevado consigo muchas ...
Experimental analysis of longitudinal shear between the web and flanges of T-beams made of fibre-reinforced concrete

Pereiro-Barceló, Javier; López-Juárez, José Antonio; Ivorra Chorro, Salvador; Bonet Senach, José Luís (Elsevier, 2019)

[EN] The longitudinal shear between the web and flanges of T-beams is an Ultimate Limit State contemplated by technical codes. For this reason, the longitudinal shear must be compared with the longitudinal shear resistance ...
INESTABILIDAD DE BARRAS COMPRIMIDAS DE ACERO Y DE SMA EN ELEMENTOS DE HORMIGÓN FABRICADOS CON NUEVOS MATERIALES. RECOMENDACIONES DE DISEÑO

Pereiro Barceló, Javier (Universitat Politècnica de València, 2017-11-07)

The strain capacity of structures depends on the plastic hinge behaviour. There are different proposals in the scientific literature in order to improve this behaviour in reinforced concrete structures such as the following ...
Mixed model for the analytical determination of critical buckling load of passive reinforcement in compressed RC and FRC elements under monotonic loading

Pereiro Barceló, Javier; Bonet Senach, José Luís (Elsevier, 2017)

[EN] Compressed reinforcements on reinforced concrete (RC) and steel fibre reinforced concrete (SFRC) columns are generally submitted to cyclic and monotonic loading, which can buckle. This phenomenon can cause the reduction ...
Ni-Ti SMA bars behaviour under compression

Pereiro Barceló, Javier; Bonet Senach, José Luís (Elsevier, 2017)

[EN] SMA (Shape Memory Alloys) is a type of material suitable for using in civil engineering as concrete reinforcement because of their shape memory effect or superelasticity and their high ductility and damping capacity. ...
Required tie spacing to prevent inelastic local buckling of longitudinal reinforcements in RC and FRC elements

Pereiro-Barceló, Javier; Bonet Senach, José Luís; Albiol Ibáñez, José Ramón (Elsevier, 2018)

[EN] Compressed reinforcement buckling in concrete columns can reduce ductility in structural elements. In order to avoid this, design codes propose maximum required tie spacing. Nonetheless, they do not incorporate the ...