Listar por autoría "b4de61e3-9c3b-480d-9144-f8b4de96c2db"
Mostrando ítems 1-12 de 12
-
Behaviour of slender concrete-filled dual steel tubular columns subjected to eccentric loads
Albero, Vicente; Ibáñez, C.; Piquer, Ana; Hernández-Figueirido, David Elsevier (2020-10-11)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 steel ... -
Damage Detection Using Ultrasonic Techniques in Concrete-Filled Steel Tubes (CFSTs) Columns
Callejas, Antonio M.; Palma, Roberto; Hernández-Figueirido, David; Rus, Guillermo MDPI (2022)Concrete-filled steel tubes (CFSTs) are structural elements that, as a consequence of an incorrect elaboration, can exhibit internal defects that cannot be visualized, being usually air voids. In this work, the detection ... -
Effect of steel tube thickness on the behaviour of CFST columns: Experimental tests and design assessment
Ibáñez, C.; Hernández-Figueirido, David; Piquer, Ana Elsevier (2021-03-01)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 documents ... -
Experimental analysis on circular concrete-filled steel tubular beam-columns under unequal load eccentricities
Albero, Vicente; Ibáñez, Carmen; Hernández-Figueirido, David; Piquer, Ana Elsevier (2022-04-03)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 previous ... -
Influence of Slenderness on High-Strength Rectangular Concrete-Filled Tubular Columns with Axial Load and Nonconstant Bending Moment
Hernández-Figueirido, David; Romero, M. L.; Bonet, J. L.; Montalvá 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=90 MPa) subjected to axial load and a nonconstant bending moment distribution. The test parameters ... -
Numerical modelling and vibration serviceability assessment of a steel footbridge with a significant 3D dynamic behaviour
Roda-Casanova, Victor; Hernández-Figueirido, David; Sancho-Bru, Joaquin L.; Martínez-Rodrigo, María D. SAGE Publications (2023-06-19)This paper focuses on the vibration serviceability assessment and numerical modelling of an existing steel truss footbridge located in the outskirts of Castellón, Spain. The footbridge is rather slender and composed by a ... -
Project Based Learning experience with engineering students for the design of steel structures
Ibáñez Usach, Carmen; Hernández-Figueirido, David Editorial Universitat Politècnica de València (2017)This work describes the Project Based Learning (PBL) experience carried out with engineering students in the field of steel structures design during the academic year 2016-2017 at the Universitat Jaume I of Castellón de ... -
Protected steel columns vs partially encased columns: Fire resistance and economic considerations
Piquer, Ana; Hernández-Figueirido, David Elsevier (2016)As is commonly known, resistant properties of steel columns decrease quickly with an increase in temperature. Thus, steel columns are usually surrounded with low thermal conductivity materials that protect them at high ... -
Shape effect on axially loaded high strength CFST stub columns
Ibáñez Usach, Carmen; Hernández-Figueirido, David; Piquer, Ana Elsevier (2018-08)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 considered: ... -
Structural response of concrete-filled round-ended stub columns subjected to eccentric loads
Piquer, Ana; Ibáñez Usach, Carmen; Hernández-Figueirido, David Elsevier (2019-04-01)Concrete-filled steel beam-columns Round-ended beam-columns Eccentric loads High strength concrete Sectional capacity Stub beam-columns -
Ultimate capacity od rectangular concrete-filled steel tubular columns under unequal load eccentricities
Hernández-Figueirido, David; Romero, M. L.; Bonet, J. L.; Montalvá 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 ... -
Utilisation of Ceramic Stoneware Tile Waste as Recycled Aggregate in Concrete
Roig-Flores, Marta; Reig, Lucía; Albero, Vicente; Hernández-Figueirido, David; Melchor-Eixea, Antonio; Pitarch-Roig, Angel-Miguel; Piquer, Ana MDPI (2023-08)The construction industry has a significant environmental impact and concrete production is responsible for a large part of CO2 emissions and energy consumption. This study focused on the reutilisation of a specific type ...