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Listar por autor "Hernández Figueirido, David"

Mostrando ítems 1-13 de 13

Behaviour of slender concrete-filled dual steel tubular columns subjected to eccentric loads

ALBERO GABARDA, VICENTE; Ibáñez Usach, Carmen; Piquer, A.; Hernández-Figueirido, D. (Elsevier, 2021-01)

[EN] In this paper an experimental program on concrete-filled steel tubular columns subjected to eccentric loads is presented. The columns have different cross-sectional configurations, including single concrete-filled ...
CURSO BÁSICO CYPECAD HORMIGÓN. FORJADOS UNIDIRECCIONALES

Saura Arnau, Héctor; Montalva Subirats, José Miguel; Hospitaler Pérez, Antonio; Hernández Figueirido, David (Editorial Universitat Politècnica de València, 2011-11-02)

El presente libro desarrolla el proceso de cálculo estructural de un edificio de viviendas de ocho plantas, resuelto con forjados unidireccionales a partir de los planos de distribución del mismo, así como la definición ...
Effect of steel tube thickness on the behaviour of CFST columns: Experimental tests and design assessment

Ibáñez Usach, Carmen; Hernández-Figueirido, D.; Piquer, A. (Elsevier, 2021-03-01)

[EN] In this paper, the results of experimental tests conducted on concrete-filled steel tubular (CFST) columns are presented. There is currently a deficit of data available that can be used to evaluate current guidance ...
Estudio experimental del pandeo de perfiles tubulares rectangulares de acero, rellenos de hormigón de alta resistencia, bajo carga axial y diagrama de momentos variables

Hernández Figueirido, David (Editorial Universitat Politècnica de València, 2012-02-17)

El empleo de estructuras mixtas de acero-hormigón ha experimentado un aumento creciente en las últimas décadas, dado qu permiten un mejor aprovechamiento de las características de los materiales empleados, en comparación ...
Experimental analysis on circular concrete-filled steel tubular beam-columns under unequal load eccentricities

ALBERO GABARDA, VICENTE; Ibáñez, Carmen; Hernández-Figueirido, D.; Piquer, A. (Elsevier, 2022-05-15)

[EN] This paper presents eight experimental tests on circular concrete-filled steel tubular (CFST) beam-columns loaded under unequal eccentricities at both ends. This loading scheme has not been widely studied yet in ...
Game boards as a review tool: an experience with undergraduate engineering students

Ibáñez Usach, Carmen; Palma Guerrero, Roberto; Hernández Figueirido, David (Editorial Universitat Politècnica de València, 2015-06-15)

[EN] The use of games with educational purposes has a lot of benefits since it creates attractive scenarios for learning combining different techniques like rewards, competitions or challenges. Computer games as a ...
Influence of Slenderness on High-Strength Rectangular Concrete-Filled Tubular Columns with Axial Load and Nonconstant Bending Moment

Hernández Figueirido, David; Romero, Manuel L.; Bonet Senach, José Luís; Montalva Subirats, José Miguel (American Society of Civil Engineers, 2012)

Forty-nine experimental tests were conducted on rectangular and square tubular columns filled with high-strength concrete (f'(c) 590 MPa) subjected to axial load and a nonconstant bending moment distribution. The test ...
Proyecto de complejo deportivo con piscina cubierta y pistas polideportivas en Alicante

Pavía Alacreu, Esther (Universitat Politècnica de València, 2014-04-22)

Proyecto Confidencial
PROYECTO ESTRUCTURAL DE EDIFICIO INDUSTRIAL. DISEÑO Y CÁLCULO DE ESTRUCTURA METÁLICA

Montalva Subirats, José Miguel; Saura Arnau, Héctor; Hospitaler Pérez, Antonio; Hernández Figueirido, David (Editorial Universitat Politècnica de València, 2014-02-25)

Durante la fase de instalación del proyecto de implantación de una nueva industria, se debe prestar una especial atención a la selección de la tipología estructural, así como al propio proyecto de cálculo estructural del ...
Proyecto óptimo de distribución en planta y edificio de hormigón armado con forjado reticular para plantas industriales en altura

Hernández Figueirido, David (Universitat Politècnica de València, 2014-05-09)

Consulta en la Biblioteca ETSI Industriales (5482)
Shape effect on axially loaded high strength CFST stub columns

Ibáñez Usach, Carmen; HERNÁNDEZ FIGUEIRIDO, DAVID; PIQUER VICENT, ANA (Elsevier, 2018-08)

[EN] In this paper, the results of an experimental investigation of 12 concrete-filled steel tubular (CFST) stub columns subjected to concentric loads are presented. In this program, different cross-sectional shapes are ...
Structural response of concrete-filled round-ended stub columns subjected to eccentric loads

Piquer, A.; Ibáñez Usach, Carmen; Hernández-Figueirido, D. (Elsevier, 2019-04-01)

[EN] In this paper, the results of an experimental campaign on 9 concrete-filled round-ended steel tubular (CFRT) stub beam-columns subjected to eccentric loads are presented. Different levels of load eccentricity were ...
Ultimate capacity of rectangular concrete-filled steel tubular columns under unequal load eccentricities

Hernández Figueirido, David; Romero, Manuel L.; Bonet Senach, José Luís; Montalva Subirats, José Miguel (Elsevier, 2012-01)

The paper describes 36 experimental tests conducted on rectangular and square tubular columns filled with normal and high strength concrete and subjected to a non-constant bending moment distribution with respect to the ...