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Listar por palabra clave "Composite column"

Mostrando ítems 1-10 de 10

Comparison of design for composite columns in steel and concrete according to Eurocode 4 and Chinese design codes

Zhang, Qingjie; Schäfer, Markus (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] This paper compares the design of composite columns in steel and concrete based on EN1994-1-1 and Chinese JGJ138-2016. First, the application ranges of the codes are pointed out. Both codes contain the design of fully ...
Experimental behaviour of very high-strength concrete-encased steel composite column subjected to axial compression and end moment

Huang, Zhenyu; Huang, Xinxiong; Li, Weiwen; Zhou, Yingwu; Sui, Lili; Liew, J. Y. (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] A type of cost-effective and very high strength concrete (VHSC) with 28-day compressive strength of 100-150 MPa is developed for applications in concrete-encased steel composite column constructions. This paper ...
Experimental study of high strength concrete-filled circular tubular columns under eccentric loading

Portoles, J.M.; Romero, Manuel L.; Bonet Senach, José Luís; Filippou, F.C. (Elsevier, 2011-04)

The paper describes 37 tests conducted on slender circular tubular columns filled with normal and high strength concrete subjected to eccentric axial load. The test parameters were the nominal strength of concrete (30, 70 ...
Experimental study of the force transfer mechanism in transition zone between composite column and reinforced concrete column

Dragan, Dan; Plumier, Andre; Degee, Herve (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] The current EN 1992 provides structured information related to the design of reinforced concrete columns or reinforced concrete column beam connections. On the other hand, EN 1994 gives enough information on the design ...
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 behavior of eccentrically loaded slender high strength concrete-filled tubular columns

Moliner, Vicente; Espinós Capilla, Ana; Romero, Manuel L.; Hospitaler Pérez, Antonio (Elsevier, 2013-04)

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 ...
Influence of ultra-high strength infill in slender concrete-filled steel tubular columns

Portoles Flaj, José Manuel; Serra Mercé, Enrique; Romero, Manuel L. (Elsevier, 2013-07)

This paper describes 24 tests conducted on slender circular tubular columns filled with normal, high, and ultra-high strength concrete for plain, bar reinforced and steel fiber reinforced columns. These were reinforced and ...
Investigations on global buckling behaviour of concrete-filled double-skinned steel tubular columns

Sulthana, U. Mashudha; Jayachandran, S. Arul (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] Concrete-Filled Double-skinned Steel Tubular columns (CFDST) are proved to possess exceptional structural resistance in case of fire and multi-hazard situations. This superior quality of CFDST makes it preferable in ...
Simulation and design recommendations of eccentrically loaded slender concrete-filled tubular columns

Portoles Flaj, José Manuel; Romero, Manuel L.; Filippou, Filip C.; Bonet Senach, José Luís (Elsevier, 2011-05)

This paper proposes an efficient numerical model for the simulation of the behavior of slender circular concrete-filled tubular columns subjected to eccentric axial load with single curvature, for the cases of both normal ...
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 ...