Variation of steel rebars quantity for main structural elements of a typical residential building for two different seismic regions based on EC8
Session
Civil Engineering, Infrastructure and Environment
Description
The design and construction of typical residential multi-story buildings in our region recently constitutes the main part of constructions as a special construction sector. When talking about construction in general, and especially about the construction of this kind of buildings with medium number of story (612 floors), special emphasis is placed on the issue of whether those objects are well designed and an important issue is discussed among the investors and specialist about the difference of steel rebars quantity for this kind of building, located in different location with different seismicity requirements in aspect of structural design performance. Here in the paper will be presented the results and comparisons of the main structural elements for a typical residential building, analyzed in two different seismic regions.
Keywords:
Seismic Performance, Steel quantity, Shear Wall, Acceleration.
Proceedings Editor
Edmond Hajrizi
ISBN
978-9951-982-15-3
Location
UBT Kampus, Lipjan
Start Date
25-10-2024 9:00 AM
End Date
27-10-2024 6:00 PM
DOI
10.33107/ubt-ic.2024.326
Recommended Citation
Jakupi, Arxhent and Hetemi, Ilir, "Variation of steel rebars quantity for main structural elements of a typical residential building for two different seismic regions based on EC8" (2024). UBT International Conference. 24.
https://knowledgecenter.ubt-uni.net/conference/2024UBTIC/CEIE/24
Variation of steel rebars quantity for main structural elements of a typical residential building for two different seismic regions based on EC8
UBT Kampus, Lipjan
The design and construction of typical residential multi-story buildings in our region recently constitutes the main part of constructions as a special construction sector. When talking about construction in general, and especially about the construction of this kind of buildings with medium number of story (612 floors), special emphasis is placed on the issue of whether those objects are well designed and an important issue is discussed among the investors and specialist about the difference of steel rebars quantity for this kind of building, located in different location with different seismicity requirements in aspect of structural design performance. Here in the paper will be presented the results and comparisons of the main structural elements for a typical residential building, analyzed in two different seismic regions.