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Browsing by Author "Ibáñez Usach, Carmen"

Now showing items 1-20 of 33

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 ...
Circular concrete-filled dual steel columns with ultrahigh-strength concrete

Romero, Manuel L.; Albero Gabarda, Vicente; Espinós Capilla, Ana; Hospitaler Pérez, Antonio; Pons Aliaga, David; Portolés, José M.; Ibáñez Usach, Carmen (Ernst und Sohn, 2016-11-11)

This paper presents the results of an experimental campaign in which the buckling resistance of 12 concrete-filled dual steel columns was ascertained. Whereas some papers in the literature describe investigations into ...
Comparison of a Three-Dimensional Numerical Model for Fire Resistance of Axially Loaded Concrete Filled Steel Tubular Columns with Eurocode 4

Espinós Capilla, Ana; Ibáñez Usach, Carmen; Romero, Manuel L.; Hospitaler Pérez, Antonio (Multi - Science PublishingEmerald, 2011)

[EN] In this paper, the behaviour of slender axially loaded square and circular CFT columns exposed to fire is modelled using the finite element analysis package ABAQUS. A realistic sequentially coupled nonlinear ...
Concrete-filled round-ended steel tubular stub columns under concentric and eccentric loads

Piquer Vicent, Ana; Hernández-Figueirido, David; Ibáñez Usach, Carmen (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] In the past, many works to study the mechanical behaviour of concrete filled steel tubular (CFST) stub columns have been conducted. Some of the applications of these composite columns oblige to meet higher requirements ...
Design procedure of a prestressed concrete member. description of time-dependent effects and prestress action

Ibáñez Usach, Carmen (Universitat Politècnica de València, 2014-01-13)

Consulta en la Biblioteca ETSI Industriales (7618)
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 ...
Effects of axial and rotational restraints on concrete-filled tubular columns under fire

Ibáñez Usach, Carmen; Romero, Manuel L.; Hospitaler Pérez, Antonio (Elsevier, 2016-10)

This paper presents a study of the effects of axial and rotational restraints on the fire response of concrete filled tubular (CFT) columns. The fiber model presented by the authors in a previous paper Ibañez et al. (2013) ...
Estudio del comportamiento termo-mecánico seccional de columnas rectangulares de hormigón armado sometidas a la acción del fuego. Flexo-compresión recta y esviada

Peña Mansilla, David Leonardo (Universitat Politècnica de València, 2018-10-16)

En el presente trabajo final de máster (TFM), se estudiará el comportamiento de columnas de sección rectangular de hormigón armado ante la acción accidental del fuego. Específicamente se estudiará este tipo de sección y ...
Fiber beam model for fire response simulation of axially loaded concrete filled tubular columns

Ibáñez Usach, Carmen; Romero, Manuel L.; Hospitaler Pérez, Antonio (Elsevier, 2013-11)

This paper presents a fiber beam model for the fire response simulation of concrete filled tubular columns of circular section under concentric axial load. The model consists of two parallel components, one with a circular ...
Fire behavior of axially loaded slender high strength concrete-filled tubular columns

Romero, Manuel L.; Moliner, V.; Espinós Capilla, Ana; Ibáñez Usach, Carmen; Hospitaler Pérez, Antonio (Elsevier, 2011-12)

This paper describes sixteen fire tests conducted on slender circular hollow section columns filled with normal and high strength concrete, subjected to concentric axial loads. The test parameters were the nominal strength ...
Fire design method for concrete filled tubular columns based on equivalent concrete core cross-section

Ibáñez Usach, Carmen; Aguado, Jose V.; Romero, Manuel L.; Espinós Capilla, Ana; Hospitaler Pérez, Antonio (Elsevier, 2015-11-01)

In this work, a method for a realistic cross-sectional temperature prediction and a simplified fire design method for circular concrete filled tubular columns under axial load are presented. The generalized lack of simple ...
FIRE RESPONSE ANALYSIS OF CIRCULAR CONCRETE FILLED TUBULAR COLUMNS AND THE EFFECTS OF AXIAL AND ROTATIONAL RESTRAINTS

Ibáñez Usach, Carmen (Universitat Politècnica de València, 2016-01-25)

[EN] The combination of different materials to form a single structural member to take profit of their individual good characteristics is a successfully established practice in building industry. In concrete filled tubular ...
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 steel tube thickness and concrete strength on the axial capacity of stub CFST columns

Ibáñez Usach, Carmen; Hernández-Figueirido, David; Piquer Vicent, Ana (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] In order to study the mechanical response of concrete-filled steel tubular (CFST) columns, several experimental and theoretical studies have been conducted in the last years. However, the influence of thin-walled steel ...
Influence of Ultra-high Strength Concrete on Circular Concrete-filled Dual Steel Columns

Romero, Manuel L.; Ibáñez Usach, Carmen; Espinós Capilla, Ana; Portolés, José M.; Hospitaler Pérez, Antonio (Elsevier, 2017)

[EN] This paper presents the results of an experimental program where the load-bearing capacity at room temperature of 14 slender circular concrete-filled dual steel tubular (CFDST) columns under axial load was analysed. ...
Post-heating response of concrete-filled steel tubular columns under sustained loads

Ibáñez Usach, Carmen; Bisby, L.; Rush, D.; Romero, Manuel L.; Hospitaler Pérez, Antonio (Elsevier, 2019-10)

[EN] Concrete-filled steel tubular (CFST) columns can generally be expected to better resist elevated temperatures as compared to unfilled steel hollow sections, whose evaluation after a fire is limited by the resulting ...
Proceedings of the 12th international conference on advances in steel-concrete composite structures. ASCCS 2018

Albero Gabarda, Vicente; Espinós Capilla, Ana; Ibáñez Usach, Carmen; Lapuebla Ferri, Andrés; Romero García, Manuel Luis (Editorial Universitat Politècnica de València, 2018-07-02)

After the success of ASCCS conference series: Harbin (1985,1988,2006), Fukuoka (1991), Kosice (1994), Innsbruck (1997), Los Angeles (2000), Sydney (2003), Leeds (2009), Singapore (2012), Beijing (2015) the upcoming 12th ...
PROYECTO DE CÁLCULO DE ESTRUCTURA DE UN EDIFICIO DE USO TERCIARIO DE 3610 m2 DESTINADO A LA PRÁCTICA DE ACTIVIDADES DEPORTIVAS SITUADO EN LA LOCALIDAD DE VILLAR DEL ARZOBISPO (VALENCIA)

López García, Guillermo (Universitat Politècnica de València, 2021-10-11)

[ES] El objetivo principal de este proyecto es el estudio y desarrollo estructural de un edificio cuya finalidad es albergar una serie de actividades deportivas. Dicha construcción estará ubicada en una población del ...
Proyecto estructural de un centro deportivo de pádel de 1800 m2 situado en el polígono industrial La Mina (Paiporta)

Arbona Rodríguez, Ana (Universitat Politècnica de València, 2021-07-27)

[ES] El presente Trabajo de Final de Grado tiene como objetivo el diseño y cálculo del proyecto estructural de una nave metálica de 1800 m2 para un centro deportivo que albergará pistas de pádel y estará dotado también con ...
Proyecto estructural de un complejo deportivo de 2827 m2 ubicado en El Campello (Alicante)

Oncina Micó, Ana (Universitat Politècnica de València, 2021-06-29)

[ES] El objetivo del presente trabajo de fin de grado es realizar el diseño y cálculo de la estructura metálica para un complejo deportivo de 2827 m2 que albergará pistas deportivas ubicado en la localidad de El Campello ...