Determination of the ULS, for columns with small dimensions, under biaxial bending and symmetrical fire conditions
Abstract Obtaining internal load capacity, in reinforced concrete sections, at ambient temperature, under biaxial bending, is one of the most common tasks done by structural engineers, but not so common when the member is in fire situation. The intention of this paper is to show that is possible to...
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| Format: | Article |
| Language: | English |
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Instituto Brasileiro do Concreto (IBRACON)
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| Series: | Revista IBRACON de Estruturas e Materiais |
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| Online Access: | http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952017000200451&lng=en&tlng=en |
| _version_ | 1819242898379505664 |
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| author | M. CHEREM V. PIGNATTA SILVA |
| author_facet | M. CHEREM V. PIGNATTA SILVA |
| author_sort | M. CHEREM |
| collection | DOAJ |
| description | Abstract Obtaining internal load capacity, in reinforced concrete sections, at ambient temperature, under biaxial bending, is one of the most common tasks done by structural engineers, but not so common when the member is in fire situation. The intention of this paper is to show that is possible to correlate the ultimate limit state (ULS), in fire situation, with ULS at ambient temperature, for square cross sections under fire from all faces. To reach the purpose and give support to the numerical analysis of this article, a computer program, in Delphi language, called COL FIRE, is being developed by the authors. |
| first_indexed | 2024-12-23T14:47:07Z |
| format | Article |
| id | doaj.art-f5160334c3944f60a513189bdaa45423 |
| institution | Directory Open Access Journal |
| issn | 1983-4195 |
| language | English |
| last_indexed | 2024-12-23T14:47:07Z |
| publisher | Instituto Brasileiro do Concreto (IBRACON) |
| record_format | Article |
| series | Revista IBRACON de Estruturas e Materiais |
| spelling | doaj.art-f5160334c3944f60a513189bdaa454232022-12-21T17:43:04ZengInstituto Brasileiro do Concreto (IBRACON)Revista IBRACON de Estruturas e Materiais1983-419510245147610.1590/s1983-41952017000200009S1983-41952017000200451Determination of the ULS, for columns with small dimensions, under biaxial bending and symmetrical fire conditionsM. CHEREMV. PIGNATTA SILVAAbstract Obtaining internal load capacity, in reinforced concrete sections, at ambient temperature, under biaxial bending, is one of the most common tasks done by structural engineers, but not so common when the member is in fire situation. The intention of this paper is to show that is possible to correlate the ultimate limit state (ULS), in fire situation, with ULS at ambient temperature, for square cross sections under fire from all faces. To reach the purpose and give support to the numerical analysis of this article, a computer program, in Delphi language, called COL FIRE, is being developed by the authors.http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952017000200451&lng=en&tlng=enfirecolumnsultimate limit stateULSinteraction diagram |
| spellingShingle | M. CHEREM V. PIGNATTA SILVA Determination of the ULS, for columns with small dimensions, under biaxial bending and symmetrical fire conditions Revista IBRACON de Estruturas e Materiais fire columns ultimate limit state ULS interaction diagram |
| title | Determination of the ULS, for columns with small dimensions, under biaxial bending and symmetrical fire conditions |
| title_full | Determination of the ULS, for columns with small dimensions, under biaxial bending and symmetrical fire conditions |
| title_fullStr | Determination of the ULS, for columns with small dimensions, under biaxial bending and symmetrical fire conditions |
| title_full_unstemmed | Determination of the ULS, for columns with small dimensions, under biaxial bending and symmetrical fire conditions |
| title_short | Determination of the ULS, for columns with small dimensions, under biaxial bending and symmetrical fire conditions |
| title_sort | determination of the uls for columns with small dimensions under biaxial bending and symmetrical fire conditions |
| topic | fire columns ultimate limit state ULS interaction diagram |
| url | http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952017000200451&lng=en&tlng=en |
| work_keys_str_mv | AT mcherem determinationoftheulsforcolumnswithsmalldimensionsunderbiaxialbendingandsymmetricalfireconditions AT vpignattasilva determinationoftheulsforcolumnswithsmalldimensionsunderbiaxialbendingandsymmetricalfireconditions |