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Listar por autor "Piquer Vicent, Ana"

Mostrando ítems 1-6 de 6

Analysis of augmented reality's influence on regular systems taught in technical graphics subjects

Perez-Belis, Victoria; Bayarri-Porcar, V.; Jarque-Bou, N.; Piquer Vicent, A.; González Lluch, C.; Núñez García, M. (IATED Academy, 2020-11-10)

[EN] The subject named Technical Graphics Communication is taught in different degrees in Jaume I University, among which are Bachelor¿s degrees in Industrial Technology Engineering, Mechanical Engineering, Electrical ...
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 ...
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 ...
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 ...
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 ...