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Behavior of RC columns under unequal eccentricititess and skew angle loads at ends

Da Costa Lino Leite, Luiz Carlos; Bonet Senach, José Luís; Pallarés Rubio, Luis; Miguel Sosa, Pedro; Fernández Prada, Miguel Ángel (Elsevier, 2012-03-29)

In the design of slender concrete columns, such as civil or architecture constructions, biaxial compression loads with unequal eccentricities and skew angles at both ends is a common situation. However, in the literature, ...
Sectional model for the fire evaluation of reinforced concrete columns subjected to biaxial bending

Peña, D. L.; ALBERO GABARDA, VICENTE; Ibáñez Usach, Carmen; Hospitaler Pérez, Antonio (Elsevier, 2021-11-15)

[EN] In this work a simplified model for evaluating the cross-sectional capacity of RC columns subjected to biaxial bending and fire is presented. In order to build the simplified model, a fiber based numerical model is ...
Spreadsheet - Shear failure potential of RC columns due to the interaction with masonry infills

Gómez Martínez, Fernando (Universitat Politècnica de València, 2017-11-09)

Spreadsheet for the simplified, large-scale evaluation of the potential of RC residential building stock to show shear failure in columns due to the interaction with masonry infills

Mostrando ítems 1-3 de 3