Partial resistance factors of class 4 steel elements
Problems related to partial resistance factors of class 4 steel elements are dealt with. Detailed procedures for the calculation of local stability resistance reduction factors are presented. Local instability approaches are utilized for the resistance assessment of elements subjected to buckling in...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Lublin University of Technology
2014-09-01
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| Series: | Budownictwo i Architektura |
| Subjects: | |
| Online Access: | https://ph.pollub.pl/index.php/bia/article/view/1824 |
| _version_ | 1797282633333342208 |
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| author | Marian Giżejowski Zbigniew Stachura |
| author_facet | Marian Giżejowski Zbigniew Stachura |
| author_sort | Marian Giżejowski |
| collection | DOAJ |
| description | Problems related to partial resistance factors of class 4 steel elements are dealt with. Detailed procedures for the calculation of local stability resistance reduction factors are presented. Local instability approaches are utilized for the resistance assessment of elements subjected to buckling in compression and lateral buckling in bending. |
| first_indexed | 2024-03-07T17:15:54Z |
| format | Article |
| id | doaj.art-83d5112b1455484388162168a0712a87 |
| institution | Directory Open Access Journal |
| issn | 1899-0665 2544-3275 |
| language | English |
| last_indexed | 2024-03-07T17:15:54Z |
| publishDate | 2014-09-01 |
| publisher | Lublin University of Technology |
| record_format | Article |
| series | Budownictwo i Architektura |
| spelling | doaj.art-83d5112b1455484388162168a0712a872024-03-02T22:15:34ZengLublin University of TechnologyBudownictwo i Architektura1899-06652544-32752014-09-0113310.35784/bud-arch.1824Partial resistance factors of class 4 steel elementsMarian Giżejowski0Zbigniew Stachura1 Institute of Building Engineering, Faculty of Civil Engineering, Warsaw University of TechnologyInstitute of Building Engineering, Faculty of Civil Engineering, Warsaw University of TechnologyProblems related to partial resistance factors of class 4 steel elements are dealt with. Detailed procedures for the calculation of local stability resistance reduction factors are presented. Local instability approaches are utilized for the resistance assessment of elements subjected to buckling in compression and lateral buckling in bending.https://ph.pollub.pl/index.php/bia/article/view/1824steel memberresistancelocal instabilitypartial factorclass 4 section |
| spellingShingle | Marian Giżejowski Zbigniew Stachura Partial resistance factors of class 4 steel elements Budownictwo i Architektura steel member resistance local instability partial factor class 4 section |
| title | Partial resistance factors of class 4 steel elements |
| title_full | Partial resistance factors of class 4 steel elements |
| title_fullStr | Partial resistance factors of class 4 steel elements |
| title_full_unstemmed | Partial resistance factors of class 4 steel elements |
| title_short | Partial resistance factors of class 4 steel elements |
| title_sort | partial resistance factors of class 4 steel elements |
| topic | steel member resistance local instability partial factor class 4 section |
| url | https://ph.pollub.pl/index.php/bia/article/view/1824 |
| work_keys_str_mv | AT mariangizejowski partialresistancefactorsofclass4steelelements AT zbigniewstachura partialresistancefactorsofclass4steelelements |