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Therefore, this paper puts forward a new method for fire detection and identification by using visual attention mechanism.
A numerical method for fire modelling in multiple ship compartments is proposed here, which can be used routinely in the assessment of alternative designs due to its speed and robustness.
In order to provide data for developing a new simplified calculation method for fire design of HEA, HEB and HEM steel columns with restrained thermal elongation a parametric study using the advanced calculation model ABAQUS, was carried out.
Finally, results of this research study showed that the fire resistance of the columns may be not significantly affected by the stiffness of the surrounding structure and that the simplified calculation method for fire design of concrete filled hollow sections exposed to fire all around the column presented in Annex H of EN 1994-1-2 2005 is unsafe, except for the elliptical columns.
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An approach based on the elastic and plastic methods for fire resistance analysis is presented.
Many satellite-based methods for fire detection and monitoring have been developed to exploit data acquired by sensors onboard polar orbiting platforms.
It is concluded that derivation of the interaction surface from the tangent stiffness matrix is possible, and that current simplified methods for fire design cannot be assumed conservative.
Simplified analytical design methods for fire resistance of timber structures are provided by the current European standard namely the EN 1995-1-2, however no provisions for XLAM floor panel are provided.
Referring to the design methods for fire resistance of stainless steel in the European Code (EN 1993-1-2) and thEuropean Design Manualal, the formulae for ultimate bearing capacity and critical temperature were fitted for rectangular hollow section stainless steel beams in a fire.
Researchers have spent resources on various topics involving numerical tools as the performance of a ventilation system, the influence of this on the air flow motion in the tunnel or the methods for fire schematization, fire-induced smoke characterization, turbulence models, etc.
This paper presents a new method for calculating fire resistance of axially loaded Concrete-Filled Steel Tube (CFST) columns with different section profiles, including circular and polygonal sections that can be solid and hollow.
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