ELASTIC STABILITY OF FRAMES HAVING CONCAVE TAPERED STRUTS
The aesthetic and architectural shapes of the beam-column elements may enhance the elements strength depending on the maximum and minimum bending moments effect. Therefore, the stability value of the non-linear taper member in concave configuration may be more efficient than linear taper or prismat...
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| Format: | Article |
| Language: | English |
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University of Baghdad
2005-03-01
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| Series: | Journal of Engineering |
| Online Access: | https://www.joe.uobaghdad.edu.iq/index.php/main/article/view/3285 |
| _version_ | 1827321598439325696 |
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| author | Omar Al-Farouk Al-Damluji Wisam Victor Yossif |
| author_facet | Omar Al-Farouk Al-Damluji Wisam Victor Yossif |
| author_sort | Omar Al-Farouk Al-Damluji |
| collection | DOAJ |
| description |
The aesthetic and architectural shapes of the beam-column elements may enhance the elements strength depending on the maximum and minimum bending moments effect. Therefore, the stability value of the non-linear taper member in concave configuration may be more efficient than linear taper or prismatic members. The modified stability functions will be obtained from the solution of the basic differential equation, where this basic differential equation depends on the non-linearity factor of the beam-column shape and the shape factor of the cross-sectional area. These two factors, multiplied by others, produce the modified shape factor, which affects the results of the basic differential equation solutions.
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| first_indexed | 2024-03-07T15:36:20Z |
| format | Article |
| id | doaj.art-098d82110e784a2dbf9e967c0e0d1bff |
| institution | Directory Open Access Journal |
| issn | 1726-4073 2520-3339 |
| language | English |
| last_indexed | 2024-04-25T01:10:02Z |
| publishDate | 2005-03-01 |
| publisher | University of Baghdad |
| record_format | Article |
| series | Journal of Engineering |
| spelling | doaj.art-098d82110e784a2dbf9e967c0e0d1bff2024-03-10T09:52:44ZengUniversity of BaghdadJournal of Engineering1726-40732520-33392005-03-01110110.31026/j.eng.2005.01.14ELASTIC STABILITY OF FRAMES HAVING CONCAVE TAPERED STRUTSOmar Al-Farouk Al-DamlujiWisam Victor Yossif The aesthetic and architectural shapes of the beam-column elements may enhance the elements strength depending on the maximum and minimum bending moments effect. Therefore, the stability value of the non-linear taper member in concave configuration may be more efficient than linear taper or prismatic members. The modified stability functions will be obtained from the solution of the basic differential equation, where this basic differential equation depends on the non-linearity factor of the beam-column shape and the shape factor of the cross-sectional area. These two factors, multiplied by others, produce the modified shape factor, which affects the results of the basic differential equation solutions. https://www.joe.uobaghdad.edu.iq/index.php/main/article/view/3285 |
| spellingShingle | Omar Al-Farouk Al-Damluji Wisam Victor Yossif ELASTIC STABILITY OF FRAMES HAVING CONCAVE TAPERED STRUTS Journal of Engineering |
| title | ELASTIC STABILITY OF FRAMES HAVING CONCAVE TAPERED STRUTS |
| title_full | ELASTIC STABILITY OF FRAMES HAVING CONCAVE TAPERED STRUTS |
| title_fullStr | ELASTIC STABILITY OF FRAMES HAVING CONCAVE TAPERED STRUTS |
| title_full_unstemmed | ELASTIC STABILITY OF FRAMES HAVING CONCAVE TAPERED STRUTS |
| title_short | ELASTIC STABILITY OF FRAMES HAVING CONCAVE TAPERED STRUTS |
| title_sort | elastic stability of frames having concave tapered struts |
| url | https://www.joe.uobaghdad.edu.iq/index.php/main/article/view/3285 |
| work_keys_str_mv | AT omaralfaroukaldamluji elasticstabilityofframeshavingconcavetaperedstruts AT wisamvictoryossif elasticstabilityofframeshavingconcavetaperedstruts |