Add to ORKGIn this paper, the advanced and simplified calculation methods are used to evaluate the fire resistance of eccentrically loaded partially encased composite columns (PEC). The work consists in developing of an efficient Non-linear 3-D finite element model (ANSYS) to investigate the behaviour of Pin-ended PEC eccentrically loaded at elevated temperature. The columns were under standard ISO834 fire.info:eu-repo/semantics/publishedVersio
This paper presents an experimental programme and a fire design model on hybrid fibre reinforced hig...
A programme of experimental testing has been conducted to investigate the behaviour of steel columns...
This paper presents a nonlinear 3-D finite element model investigating the behaviour of concrete enc...
In this paper, the advanced and simplified calculation methods are used to evaluate the fire resista...
In this paper, the advanced and simplified calculation methods are used to evaluate the fire resista...
This paper presented the results of numerical analyses on the fire resistance of composite columns w...
Partially encased columns (PEC) have better fire resistance when compared to bare steel columns, du...
Partially Encased Columns (PEC) present good axial buckling resistance under fire, mainly due to the...
The stability of partially encased columns under fire is evaluated, based on two different methods. ...
The fire resistance of partially encased columns depends on the temperature evolution during fire ex...
A practical method based on Campus-Massonet criteria which is developed initially to steel structure...
Composite structures made from the combination of steel profile and concrete have significant load b...
Fire resistance of partially encased columns (HEB and IPE) depends on the temperature evolution duri...
The fire resistance of partially encased columns (HEB and IPE) depends on the temperature evolution ...
This paper investigates the fire performance of highly utilized and eccentrically loaded concrete fi...
This paper presents an experimental programme and a fire design model on hybrid fibre reinforced hig...
A programme of experimental testing has been conducted to investigate the behaviour of steel columns...
This paper presents a nonlinear 3-D finite element model investigating the behaviour of concrete enc...
In this paper, the advanced and simplified calculation methods are used to evaluate the fire resista...
In this paper, the advanced and simplified calculation methods are used to evaluate the fire resista...
This paper presented the results of numerical analyses on the fire resistance of composite columns w...
Partially encased columns (PEC) have better fire resistance when compared to bare steel columns, du...
Partially Encased Columns (PEC) present good axial buckling resistance under fire, mainly due to the...
The stability of partially encased columns under fire is evaluated, based on two different methods. ...
The fire resistance of partially encased columns depends on the temperature evolution during fire ex...
A practical method based on Campus-Massonet criteria which is developed initially to steel structure...
Composite structures made from the combination of steel profile and concrete have significant load b...
Fire resistance of partially encased columns (HEB and IPE) depends on the temperature evolution duri...
The fire resistance of partially encased columns (HEB and IPE) depends on the temperature evolution ...
This paper investigates the fire performance of highly utilized and eccentrically loaded concrete fi...
This paper presents an experimental programme and a fire design model on hybrid fibre reinforced hig...
A programme of experimental testing has been conducted to investigate the behaviour of steel columns...
This paper presents a nonlinear 3-D finite element model investigating the behaviour of concrete enc...