Session

Civil Engineering, Infrastructure and Environment

Description

The last decade has been characterized by construction of multi-storey buildings in almost all cities of Kosovo, with the storey-height ranging from B+G+4 to B+G+11 and even B+G+15, which means that they need to be subjected to the revision of the main project, including things be verified for the effect of fire. This paper aims to illustrate the use of EC regulations for the verification of reinforced concrete structures under effect of fire, respectively: EN 1991-2-2 Basis of design and actions on structures. Part-2.2: Actions on structures exposed to fire and EN 1992-1-2:2004 Design of concrete structures- part -1-2: Structural fire design. In this regard, we will review the residential and business object B+G+11, respectively the complex called "KULLAT" in Mitrovica, the safety assessment of reinforced concrete structures in case of fire The analysis of certain parts of the structures - beams and columns by applying the tabular method and analysis of beams with the application of simplified calculation method will be shown.

Keywords:

Fire calculation, Tabular calculation, simplified calculation method, Cross-section resistance

Proceedings Editor

Edmond Hajrizi

ISBN

978-9951-550-13-0

First Page

115

Last Page

120

Location

Durres, Albania

Start Date

7-11-2015 9:00 AM

End Date

7-11-2015 5:00 PM

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Nov 7th, 9:00 AM Nov 7th, 5:00 PM

Application of EC regulations on assessment of the effect of fire on buildings

Durres, Albania

The last decade has been characterized by construction of multi-storey buildings in almost all cities of Kosovo, with the storey-height ranging from B+G+4 to B+G+11 and even B+G+15, which means that they need to be subjected to the revision of the main project, including things be verified for the effect of fire. This paper aims to illustrate the use of EC regulations for the verification of reinforced concrete structures under effect of fire, respectively: EN 1991-2-2 Basis of design and actions on structures. Part-2.2: Actions on structures exposed to fire and EN 1992-1-2:2004 Design of concrete structures- part -1-2: Structural fire design. In this regard, we will review the residential and business object B+G+11, respectively the complex called "KULLAT" in Mitrovica, the safety assessment of reinforced concrete structures in case of fire The analysis of certain parts of the structures - beams and columns by applying the tabular method and analysis of beams with the application of simplified calculation method will be shown.