The purpose of this paper is to present a proposal for the design of steel structures sensitive to lateral
torsional buckling due to bending moment in order to fill the gaps in the current Standard EN 1993-
1-1, guidelines ...
Pascual Pastor, Ana María(Universitat Politècnica de València, 2015-07-15)
[EN] Concrete filled steel tubular columns have many advantages in terms of bearing capacity, aesthetics, execution and fire resistance, thanks to the collaborative work of both materials steel and concrete. The effort ...
Pascual Pastor, Ana María; Romero, Manuel L.; Tizani, Walid(Elsevier, 2015-08-01)
This paper describes an advanced numerical model to predict the fire behaviour of blind-bolts in the
tension area of endplate connections between I-beams and concrete filled tubular (CFT) columns. It is
the continuation ...
[EN] The Basic Document, Structural Safety, Steel of the Spanish Technical Building Code provides mathematical expressions to obtain the lateral buckling resistance of hot-rolled steel beams. These expressions include a ...
Pascual Pastor, Ana María; Romero, Manuel L.; Tizani, Walid(Elsevier, 2015-04)
This paper reports on the thermal analysis of blind-bolts connected to concrete filled steel tube (CFST) and hollow steel section (HSS) columns. The aim is therefore the investigation of the temperature distribution in the ...