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Fire performance of blind-bolted connections to concrete filled tubular columns in tension

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 ...
Pull-out Behaviour of Extended Hollobolts for Hollow Beam-Column Connections

Bin Shamsudin, Mohd Fazaulnizam; Tizani, Walid (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] The use of structural hollow sections (SHS) as columns in single-storey and multi-storey results in better compression strength, low surface area, architectural attractiveness and high strength to weight ratio. One ...
Thermal behaviour of blind-bolted connections to hollow and concrete-filled steel tubular columns

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 ...

Mostrando ítems 1-3 de 3