Practical application of Eurocode provisions to design a steel frame of a building classified to the upper risk group
Within the framework of this paper, the design of steel structure of the eight-storey building intended for a hotel is carried out, on the basis of Eurocodes. According to EN 1991-1-7, the building is classified to the upper risk group - CC2b and therefore additional requirements to the design has t...
Main Authors: | Barcewicz Wioleta, Al-Sahar Forat |
---|---|
Format: | Article |
Language: | English |
Published: |
EDP Sciences
2019-01-01
|
Series: | MATEC Web of Conferences |
Online Access: | https://www.matec-conferences.org/articles/matecconf/pdf/2019/11/matecconf_krynica2018_09001.pdf |
Similar Items
-
Stability analysis of steel frames according to Eurocode 3
by: Sylwia Pogonowska-Płatek, et al.
Published: (2019-06-01) -
Eurocodes for bridge design versus mechanics
by: Sławomir Karaś, et al.
Published: (2013-06-01) -
Calculation of steel antenna mast according to Eurocode
by: Pančić Aleksandar, et al.
Published: (2015-01-01) -
Fatigue analysis of steel road bridges by Eurocode
by: Knežević Petar, et al.
Published: (2015-01-01) -
Steel design and reliability using Eurocode 3
by: Byfield, Michael Patrick
Published: (1996)