Flexural Rigidity of Slender RC Columns
166320 hypothetical reinforced concrete (RC) columns, each with a differentcombination of variables, were used to investigate the major variables that affect theflexural rigidity (EI) of slender RC columns. Using linear regression analysis, new EIexpression was statistically developed for 131 slende...
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| Format: | Article |
| Language: | English |
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Unviversity of Technology- Iraq
2009-01-01
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| Series: | Engineering and Technology Journal |
| Subjects: | |
| Online Access: | https://etj.uotechnology.edu.iq/article_28501_6c0ba50e4f8870e4805331c933389a00.pdf |
| _version_ | 1797325336804851712 |
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| author | Sabeh Z. Al-Sarraf Ihsan A. S. Al-Shaarbaf Bassman R. Al-Bakri Kaiss F. Sarsam |
| author_facet | Sabeh Z. Al-Sarraf Ihsan A. S. Al-Shaarbaf Bassman R. Al-Bakri Kaiss F. Sarsam |
| author_sort | Sabeh Z. Al-Sarraf |
| collection | DOAJ |
| description | 166320 hypothetical reinforced concrete (RC) columns, each with a differentcombination of variables, were used to investigate the major variables that affect theflexural rigidity (EI) of slender RC columns. Using linear regression analysis, new EIexpression was statistically developed for 131 slender RC columns. These columns wereexperimentally tested and available in the literature. This proposed EI expression wereintroduced into the ACI 318M-05 Code column design procedure to make comparisonsbetween 150 column experimental data with theoretical estimates of the nominalstrength using theoretical other methods. These estimates include, in addition to the proposedEI expression, other calculations from the literature. |
| first_indexed | 2024-03-08T06:08:04Z |
| format | Article |
| id | doaj.art-eb94514eb80f4a7aba850cd68f986ff5 |
| institution | Directory Open Access Journal |
| issn | 1681-6900 2412-0758 |
| language | English |
| last_indexed | 2024-03-08T06:08:04Z |
| publishDate | 2009-01-01 |
| publisher | Unviversity of Technology- Iraq |
| record_format | Article |
| series | Engineering and Technology Journal |
| spelling | doaj.art-eb94514eb80f4a7aba850cd68f986ff52024-02-04T17:48:26ZengUnviversity of Technology- IraqEngineering and Technology Journal1681-69002412-07582009-01-012719611510.30684/etj.27.1.828501Flexural Rigidity of Slender RC ColumnsSabeh Z. Al-SarrafIhsan A. S. Al-ShaarbafBassman R. Al-BakriKaiss F. Sarsam166320 hypothetical reinforced concrete (RC) columns, each with a differentcombination of variables, were used to investigate the major variables that affect theflexural rigidity (EI) of slender RC columns. Using linear regression analysis, new EIexpression was statistically developed for 131 slender RC columns. These columns wereexperimentally tested and available in the literature. This proposed EI expression wereintroduced into the ACI 318M-05 Code column design procedure to make comparisonsbetween 150 column experimental data with theoretical estimates of the nominalstrength using theoretical other methods. These estimates include, in addition to the proposedEI expression, other calculations from the literature.https://etj.uotechnology.edu.iq/article_28501_6c0ba50e4f8870e4805331c933389a00.pdfbuilding codescolumnsflexural strengthreinforced concreterigidityslenderness ratiostatisticalstructural design |
| spellingShingle | Sabeh Z. Al-Sarraf Ihsan A. S. Al-Shaarbaf Bassman R. Al-Bakri Kaiss F. Sarsam Flexural Rigidity of Slender RC Columns Engineering and Technology Journal building codes columns flexural strength reinforced concrete rigidity slenderness ratio statistical structural design |
| title | Flexural Rigidity of Slender RC Columns |
| title_full | Flexural Rigidity of Slender RC Columns |
| title_fullStr | Flexural Rigidity of Slender RC Columns |
| title_full_unstemmed | Flexural Rigidity of Slender RC Columns |
| title_short | Flexural Rigidity of Slender RC Columns |
| title_sort | flexural rigidity of slender rc columns |
| topic | building codes columns flexural strength reinforced concrete rigidity slenderness ratio statistical structural design |
| url | https://etj.uotechnology.edu.iq/article_28501_6c0ba50e4f8870e4805331c933389a00.pdf |
| work_keys_str_mv | AT sabehzalsarraf flexuralrigidityofslenderrccolumns AT ihsanasalshaarbaf flexuralrigidityofslenderrccolumns AT bassmanralbakri flexuralrigidityofslenderrccolumns AT kaissfsarsam flexuralrigidityofslenderrccolumns |