The Seismic Analysis for a Multi-Story Building Due To UBC 1997&IBC 2006 Codes
This Study is aimed to investigate the seismic design for typical ten-story building by using codes formulas for evaluating the base shear forces, and distribution of these forces, and lateral displacements along the height of this building, also a comparison is made between two seismic codes. These...
| Main Author: | |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Unviversity of Technology- Iraq
2011-05-01
|
| Series: | Engineering and Technology Journal |
| Online Access: | https://etj.uotechnology.edu.iq/article_31000_93be2b6a65c6bef979b6c56f115eb523.pdf |
| _version_ | 1797325412525670400 |
|---|---|
| author | Alaa K. Abdal Karim |
| author_facet | Alaa K. Abdal Karim |
| author_sort | Alaa K. Abdal Karim |
| collection | DOAJ |
| description | This Study is aimed to investigate the seismic design for typical ten-story building by using codes formulas for evaluating the base shear forces, and distribution of these forces, and lateral displacements along the height of this building, also a comparison is made between two seismic codes. These different design codes are: UBC 1997 and IBC 2006 codes. It is concluded from this analysis that the maximum computed lateral displacements for this building by using UBC 1997 is equal to (58.6%) relative to lateral displacements computed by using the IBC 2006, also it is concluded from the results that the value of base shear obtained by using IBC 2006 code is higher than the value obtained by using UBC 1997 code by (66.6%). The results of the bending moments obtained from the computer analysis of the applied static seismic codes, shows that the bending moments of columns is higher when using IBC 2006 code. |
| first_indexed | 2024-03-08T06:09:07Z |
| format | Article |
| id | doaj.art-093a4efba4864c55a94d6da08b96fc7e |
| institution | Directory Open Access Journal |
| issn | 1681-6900 2412-0758 |
| language | English |
| last_indexed | 2024-03-08T06:09:07Z |
| publishDate | 2011-05-01 |
| publisher | Unviversity of Technology- Iraq |
| record_format | Article |
| series | Engineering and Technology Journal |
| spelling | doaj.art-093a4efba4864c55a94d6da08b96fc7e2024-02-04T17:41:53ZengUnviversity of Technology- IraqEngineering and Technology Journal1681-69002412-07582011-05-012971360137110.30684/ etj.29.7.1031000The Seismic Analysis for a Multi-Story Building Due To UBC 1997&IBC 2006 CodesAlaa K. Abdal KarimThis Study is aimed to investigate the seismic design for typical ten-story building by using codes formulas for evaluating the base shear forces, and distribution of these forces, and lateral displacements along the height of this building, also a comparison is made between two seismic codes. These different design codes are: UBC 1997 and IBC 2006 codes. It is concluded from this analysis that the maximum computed lateral displacements for this building by using UBC 1997 is equal to (58.6%) relative to lateral displacements computed by using the IBC 2006, also it is concluded from the results that the value of base shear obtained by using IBC 2006 code is higher than the value obtained by using UBC 1997 code by (66.6%). The results of the bending moments obtained from the computer analysis of the applied static seismic codes, shows that the bending moments of columns is higher when using IBC 2006 code.https://etj.uotechnology.edu.iq/article_31000_93be2b6a65c6bef979b6c56f115eb523.pdf |
| spellingShingle | Alaa K. Abdal Karim The Seismic Analysis for a Multi-Story Building Due To UBC 1997&IBC 2006 Codes Engineering and Technology Journal |
| title | The Seismic Analysis for a Multi-Story Building Due To UBC 1997&IBC 2006 Codes |
| title_full | The Seismic Analysis for a Multi-Story Building Due To UBC 1997&IBC 2006 Codes |
| title_fullStr | The Seismic Analysis for a Multi-Story Building Due To UBC 1997&IBC 2006 Codes |
| title_full_unstemmed | The Seismic Analysis for a Multi-Story Building Due To UBC 1997&IBC 2006 Codes |
| title_short | The Seismic Analysis for a Multi-Story Building Due To UBC 1997&IBC 2006 Codes |
| title_sort | seismic analysis for a multi story building due to ubc 1997 ibc 2006 codes |
| url | https://etj.uotechnology.edu.iq/article_31000_93be2b6a65c6bef979b6c56f115eb523.pdf |
| work_keys_str_mv | AT alaakabdalkarim theseismicanalysisforamultistorybuildingduetoubc1997ibc2006codes AT alaakabdalkarim seismicanalysisforamultistorybuildingduetoubc1997ibc2006codes |